twrs retrieval and disposal mission immobilized high-level
TRANSCRIPT
HNF-1751Revision 0
TWRS Retrieval andDisposal Mission
Immobilized High-Level WasteStorage Plan
Prepared byR. B. CalmusSGN Eurosys Services Corp.
Date Published
December 1997
Prepared for the U.S. Department of EnergyAssistance Secretary for Environmental Management
~ . Fluor Daniel Hartford, Inc.O f P.O. Box 1000i w Richland, Washington
Hanford Management and Integration Contractor for theU.S. Department of Energy under Contract DE-AC-0696-RL13200
Approved for Public Release; Further Dissemination Unlimited
RELEASE AUTHORIZATION
Document Number: HNF-1751, Revision 0
. TWRS Retrieval and Disposal MissionDocument Title: Immobilized High-Level Waste Disposal Storage Plan
This document, reviewed in accordance with DOE Order1430.1D, "Scientific and Technical Information Management,"
and DOE G 1430.1D-1, "Guide to the Management of Scientificand Technical Information," does not contain classified or
sensitive unclassified information and is:
APPROVED FOR PUBLIC RELEASE
r/.y.L. Birkland
Lockheed Martin Services, Inc.Document Control/Information Clearance
Reviewed for Applied Technology, Business Sensitive, Clatiified, Copyrighted, Export Controlled, Patent, Personal/Private, Proprietary,Protected CftADA, Trademark, Unclassified Controlled Nuclear Information.
LEGAL DISCLAIMER. This report was prepared at an account of work sponsored by an agency of the United States Government.Neither the United States Government nor any agency thereof, not any of their employees, nor any of their contractors, subcontractorsor their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy,completeness, or any third party's use or the results of such use of any Information, apparatus, product, or process disclosed, orrepresents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, orservice by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement,recommendation, or favoring by the Unrted States Government or any agency thereof or it* contractors or subcontractors. The view*and opinions of authors expressed herein do not necessarily state or reflect those of the Unrted States Government or any agencythereof. This report has been reproduced from the, best available copy. Printed in the United States of America. Available to the U.S.Department of Energy and its contractors from the U.S. Department of Energy Office of Scientific and Technical Information, P.O. Box62, Oak Ridge, TN 37831; Telephone: 423/576-8401.
Available to the public from the U.S. Department of Commerce National Technical Information Service, 6285 Port Royal Road,Springfield, VA 22161; Telephone: 703/487-4650.
A-6001-400.2 (09/94)
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CONTENTS
1.0 PURPOSE 1
2.0 HANFORD SITE MISSION AND OBJECTIVES 2
3.0 MISSION AND OBJECTIVES OF THE JHLW STORAGE SUBPROJECT 4
4.0 SCOPE OF IHLW STORAGE SUBPROJECT 54.1 FACILITY DESCRIPTION 64.2 GENERAL CHARACTERISTICS OF TANK WASTE AND VITRIFICATION
FEEDS TOBEPROCESSED 64.3 PROJECTED INVENTORIES FOR HLW PRODUCTS 84.4 TOP-LEVEL WORK BREAKDOWN STRUCTURE 114.5 INTERFACING ORGANIZATIONS 11
5.0 PROGRAM/PROJECT BACKGROUND 135.1 OPTIONS FOR GOVERNMENT AND COMMERCIAL ACTIVITIES
AND CONCEPT SELECTION AND IMPLEMENTATION 145.2 EXISTING PHASE 1 INTERIM STORAGE FACILITY DESCRIPTION 155.3 ADDITIONAL CSB AND TRANSPORTATION SYSTEM FEATURES 17
6.0 LINE-ITEM PROJECT MANAGEMENT APPROACH 19
7.0 PROJECT-CONTROLLING MILESTONES AND
CRITICAL ACTIVITIES SCHEDULE 20
8.0 PROJECT COST 23
9.0 PROGRAMMATIC RISK ASSESSMENT 25
10.0 PROJECT ORGANIZATION, ROLES, AND RESPONSIBILITIES 28
11.0 PROJECT MANAGEMENT AND CONTROL 3011.1 PROJECT PLANNING 30
11.1.1 WorkBreakdown Structure 3011.1.2 Project Management Plans (Phase 1 and 2 IHLW Storage Line-Item
Projects) 3111.1.3 System Engineering Management 3111.1.4 Configuration Management 3811.1.5 ProjectFiles 38
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CONTENTS (cent)
11.2 BASELINE MANAGEMENT AND CONTROL 3911.2.1 Technical Baseline Control 3911.2.2 Schedule Baseline Control 4011.2.3 CostBaseline 40
11.3 PERFORMANCE MEASUREMENT AND REPORTING 4111.4 WORK AUTHORIZATION 4111.5 FUNDS MANAGEMENT 4111.6 CONTINGENCY MANAGEMENT 4211.7 MEETINGS AND REVIEWS : . 4211.8 PROJECT VALIDATIONS 4211.9 CRITICAL DECISIONS 4311.10 EXTERNAL INTERFACE CONTROL 43
12.0 ACQUISITION STRATEGY 44
13.0 QUALITY, SAFETY, AND ENVIRONMENTAL PROTECTION 4513.1 QUALITY ASSURANCE . 4513.2 NUCLEAR SAFETY ACTIVITIES AND AUTHORIZATION
BASIS PROCESS 4613.2.1 Nuclear Safety Activities . 4613.2.2 Authorization Basis Documentation and Approval Process 4713.2.3 Safety Activity Schedule 4813.2.4 Safety References 50
13.3 ENVIRONMENTAL MANAGEMENT 51
14.0 TEST AND EVALUATION PLAN 54
15.0 REFERENCES 56
APPENDICES
A Cross-Check Matrix of Plan ElementsB Immobilized High-Level Waste Storage Subproject High-Level Waste CompositionC Tank Waste Remediation System Work Breakdown Structure Dictionary Level 5D Division of Responsibility Matrix—Immobilized High-Level Waste Storage SubprojectE Immobilized High-Level Waste Storage Subproject Schedule
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LIST OF FIGURES
1 Canister Storage Building 72 IHLW Storage Subproject 93 Canister Storage Building Configuration : 164 Programmatic Risk Management Process 265 IHLW Storage Subproject Organizational Relationships . . 296 Subproject Work Breakdown Structure 327 A Typical Project Life Cycle with Associated Systems Engineering Docu 348 TWRS Systems Engineering Process 359 Systems Engineering Activities and Documentation, Project W-464 .36
10 Systems Engineering Activities and Documentation, Phase 2 37
LIST OF TABLES
1 Phase 1 and 2 HLW Produa Inventories 102 Top-Level Work Breakdown Structure for IHLW Storage Subproject 113 Tri-Party Agreement Milestones 204 Major Subproject Activities and Activity Durations 215 IHLW Storage Subproject Estimated Life-Cycle Costs 246. Safety-Related Activities 49
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TERMS
A-E architect-engineerCD critical decisionCFR Code of Federal RegulationsCSB Canister Storage BuildingCWBS contractor work breakdown structuresDST double-shell tanksDOE U.S. Department of EnergyDOE-HQ U.S. Department of Energy-HeadquartersDRD design requirements documentEcology Washington State Department of EcologyEM DOE Office of Environmental ManagementFFTF Fast Flux Test FacilityFSAR final safety analysis reportFY fiscal yearHCA hot conditioning annexHLW high-level wasteICD interface control documentIHLW immobilized high-level wasteILAW immobilized low-activity wasteLAW low-activity wasteMCO multi-canisters overpacksMHM MCO handling machineMOA memorandum of agreementMRM management review meetingsMYWP multi-year work planNEPA National Environmental Policy Act of 1969PHMC Project Hanford Management ContractorPMP project management plansPSE preliminary safety evaluationPUJREX Plutonium-Uranium Extraction (Plant)QAPD quality assurance program descriptionQAPP quality assurance program planRCRA Resource Conservation and Recovery Act of 1976RL U.S. Department of Energy, Richland Operations OfficeRW DOE Office of Civilian Radioactive Waste ManagementS&D Storage and DisposalSEMP Systems Engineering Management PlanSEPA "State Environmental Policy Act of 1971"SNF Spent Nuclear FuelSSC structures, systems and componentsSST single-shell tanks
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TERMS (cont)
Tri-PartyAgreement Hanford Federal Facility Agreement and Consent OrderTRIGA Test Reaaor and Isotope Production Greneral AtomicsTWRS Tank Waste Remediation SystemUSC United States CodeWBS work breakdown structureWDD Waste Disposal DivisionWAC Washington Administrative Code
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TWRS RETRIEVAL AND DISPOSAL MISSIONIMMOBILIZED HIGH-LEVEL WASTE STORAGE PLAN
1.0 PURPOSE
This project plan has a twofold purpose. First, it provides a plan specific to theHanford Tank Waste Remediation System (TWRS) Immobilized High-Level Waste (IHLW)Storage Subproject for the Washington State Department of Ecology (Ecology) that meets therequirements of Hanford Federal Facility Agreement and Consent Order (Tri-Party Agreement)Milestone M-90-01 (Ecology et al. 1996) and is consistent with the project plan contentguidelines found in Section 11.5 of the Tri-Party Agreement action plan (Ecology et al. 1996).Second, it provides an upper tier document that can be used as the basis for future subproject line-item construction management plans. The planning elements for the construction managementplans are derived from applicable U.S. Department of Energy (DOE) planning guidancedocuments [DOE Orders 4700.1 (DOE 1992a) and 430.1 (DOE 1995). The format and contentof this project plan are designed to accommodate the plan's dual purpose. A cross-check matrixis provided in Appendix A to explain where in the plan project planning elements required bySection 11.5 of the Tri-Party Agreement are addressed.
The TWRS Tank Waste Storage and Disposal Project is divided into four subprojects.
• The immobilized low-activity waste (ILAW) Storage and Disposal SubprqjectThe IHLW Storage Subprqject
• The Cesium/Strontium Capsule Disposal Subproject• The IHLW Repository Interface Subproject.
This document discusses the project plan for the IHLW Storage Subproject. Updates to thisdocument (i.e., scope, cost, and schedule) will be reflected in appropriate multi-year activityplanning and subproject technical baseline documents. The project plan is supplemented by theinformation contained in the following:
• Appendix A-Cross Check Matrix of Plan Elements
• Appendix B-Immobilized High Level Waste Storage Subprqject High-Level WasteComposition
Appendix C-Tank Waste Remediation System Work Breakdown StructureDictionary Level 5
• Appendix D-Division of Responsibility Matrix-Immobilized High-Level WasteStorage Subproject.
• Appendix E-Immobilized High-Level Waste Storage Subproject Schedule.
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2.0 HANFORD SITE MISSION AND OBJECTIVES
The Tank Waste Remediation System Mission Analysis (Knutson 1995) states
"The TWRS mission is to store, treat, and immobilize highlyradioactive Hanford waste (current and future tank waste and theencapsulated cesium and strontium) in a safe, environmentallysound, and cost-effective manner (TWRS JMN [justification formission need]).
"The mission includes retrieval, pretreatment, immobilization, interim storage anddisposal, and tank closure."
As part of this mission, the U.S. Department of Energy (DOE) has established the TWFSOffice to manage all Hanford Site tank waste activities. The TWRS program has identified theneed to store, treat, immobilize, and dispose of the highly radioactive Hanford Site tank waste andencapsulated cesium and strontium materials in an environmentally sound, safe, and cost-effect:vemanner (Knutson 1995).
To support the environmental remediation and restoration effort at the Hanford Site, atwo-phase approach was established to privatize the treatment and immobilization of the Site'slow-activity and high-level waste currently stored in underground tanks. The request forproposals for the first phase of waste treatment and immobilization was issued in February 199'(Wagoner 1996). Initial contracts with private contractor teams led by British Nuclear Fuels Ltd.(RL 1996a) and Lockheed-Martin Advanced Environmental Services (RL 1996b) were signed inSeptember 1996. Phase 1 is a proof-of-concept and commercial demonstration effort with thefollowing goals:
• To demonstrate the technical and business feasibility of using private facilities totreat Hanford Site waste
• Maintain radiological, nuclear, process, and occupational safety
• Maintain environmental protection and compliance, while reducing life-cycle co'tsand waste treatment times.
Production of IHLW and ILAW from Phase 1 is planned to begin in June 2002, and willtreat approximately 6 percent (minimum order quantity) to 13 percent (maximum order quantity)of the waste (Wagoner 1996), Phase 1 production is expected to be completed in June 2007 forminimum order quantities or December 2011 for maximum order quantities. Phase 2 is a full-scale production effort that will begin after Phase 1 and treat and immobilize the bulk of thewaste. Phase 2 production is expected to be completed in 2028.
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DOE will supply the feed to the private contractors and will receive the high-level waste(HLW) and low-activity waste (LAW) products from the private treatment facilities duringPhase 1. For Phase 2, retrieval and feed delivery, as well as waste treatment and immobilization,are planned to be conducted by private contractors.
DOE will pay the private contractors for each IHLW and ILAW package that meets theproduct specifications stated in the privatization contracts. Acceptance of immobilized waste willbe based on private contractor activities to qualify, verify, document, and certify the product andDOE activities to audit, review, inspect, and evaluate the treatment and immobilization processand products. The acceptance process is expected to result in IHLW and ILAW productpackages certified for eventual safe and environmentally compliant transport and disposal.
The TWRS Storage and Disposal (S&D) Project was established to provide storage anddisposal functions as necessary for HLW and LAW products generated as part of the tank wasteremediation privatization effort. The Project also will provide integration with federal disposalfacilities. To accomplish its mission, the TWRS S&D Project is divided into four subprojects.These are the IHLW Storage Subproject, the ILAW S&D Subproject, the Cs/Sr Capsule DisposalSubproject, and the IHLW Repository Interface Subproject. This project plan addresses theIHLW Storage Subproject (Subproject).
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3.0 MISSION AND OBJECTIVES OF THE IHLWSTORAGE SUBPROJECT
The Subproject's mission is to receive certified HLW products produced by the privatecontractors, transport the products to an acceptable Hanford Site interim storage facility and storethem safely and economically until they can be shipped to a permanent federal geologic repositoryor returned to privatization contractors for further processing.
The Subproject's primary objective is to provide onsite transportation systems and interimstorage facilities for Phase 1 and 2 HLW products in accordance with the Subproject mission.This includes establishing two line-item projects. One will provide an onsite HLW producttransportation system and retrofit the Hanford Site Canister Storage Building (CSB) toaccommodate Phase 1 HLW products. The other will design and construct new facilities andonsite transportation equipment to accommodate Phase 2 HLW products.
Specific Subproject objectives common to the Phase 1 and 2 line-item projects are asfollows:
• To provide transportation systems and retrofit or design Phase 1 and 2 interimstorage facilities in accordance with established design requirements (Calmus1996a), the DOE budgeting process, and federal, state, and local laws andregulations
• Obtain all necessary construction and operations permits and authorization baserand have HLW interim storage capability operational on a schedule consistent withprivate contractor production schedules and Tri-Party Agreement provisions.
• Develop and implement all necessary operational and equipment/facilitydecontamination and decommissioning plans for Subproject interim storagefacilities and supporting systems
• Support environmental, safety, and health requirements through NationalEnvironmental Policy Act of 1969 (NEPA) compliance and safety analyses
• Integrate with applicable Site Projects and other agencies to the extent necessaryto maintain Subproject goals and objectives and established Subprqject baselineplanning and cost targets.
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4.0 SCOPE OF IHLW STORAGE SUBPROJECT
To support its mission and objectives, the Subproject includes design and implementationof an onsite HLW transportation system and retrofit of the Hanford Site CSB to accommodatePhase 1 HLW products. In addition, the Subproject includes future design and construction of anew onsite transportation system and new facilities to accommodate Phase 2 HLW products.
Functions that form the basis for the IHLW storage requirements and design are asfollows:
Accept HLW products from the producerTransport the products to interim storageIsolate productsRetrieve products from storageSupport storage of productsDeliver products for shipping or processing.
Further functional decomposition and specific design requirements are provided in the Subprojectbaseline design documents (LMHC 1996, Calmus 1996a).
This plan presents organizational and management approaches that will be used to controland execute the subproject. It also identifies the elements needed for subproject and line-itemproject management and includes subproject schedules and milestones. The cost and scheduleinformation presented in this document are derived from the TWRS S&D Projects portion of thedraft TWRS multi-year work plan (MYWP) as of December 1997. Future cost, scope, andschedule updates will be reflected in the MYWP and technical baseline documents.
Specifically, the project plan covers the following key elements:
Mission and objectivesScopeDefinition and backgroundSubproject and line-item construction project management and controls approachSchedules, outputs, and milestonesCostRisk assessment and mitigation approachResponsible organizations and interfacing organizations or projectsAcquisition strategyApproach to quality, safety, environmental protection [i.e., NEPA, ResourceConservation and Recovery Act of 1976 (RCRA)], systems engineering and testand evaluation.
A primary objective of the TWRS S&D Project is to evaluate and select the path forwardfor disposal of the 137Cs/ * & capsules located at the Hanford Site by the end of fiscal year
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(FY) 1997 (Cesium/Strontium Capsule Disposal Subproject) and, if appropriate, implement theselected option. Recently, Numatec Hanford Company submitted a recommended approach toDOE (Numatec 1997). DOE subsequently concurred with the recommendation (Taylor 1997) toblend the "'Cs/^Sr capsules into the Phase 2IHLW vitrification plant feed. Therefore, 137Cs/*>Srcapsules are not included in any facet of the Phase 1 Subproject. The decision to add the'"Cs/^Sr capsules to the Phase 2 HLW vitrification plant feed does not significantly affect currentIHLW Storage Subproject Phase 2 planning or cost estimates.
4.1 FACILITY DESCRIPTION
The CSB is located in the Hanford Site 200 East Area (Building 212H) and is currentlybeing constructed as part of the Spent Nuclear Fuel (SNF) Line-Item Project (Project W-379).The CSB location relative to the Hanford Site is shown in Figure 1. After the SNF CSBconstruction is finished, the IHLW Storage Line-Item Project (Project W-464), intends to outfitthe CSB by installing new features (systems, structures, and components) to enable receipt andstorage of Phase 1 solidified HLW. The SNF Project will use Vault 1 for interim storage of SNF;Project W-464 will retrofit Vaults 2 and 3 for interim storage of HLW. Project W-464 alsoincludes a system for transporting solidified HLW canisters from the privatized demonstrationplants to the CSB. Conceptual design of the CSB retrofit and transportation system is beingperformed in FY 1997 and early FY 1998 to determine the baseline cost estimate to supportProject validation in mid-FY 1998. Phase 1 solidified HLW interim storage capability is requiredby June 2002, to coincide with the scheduled start of solidified HLW product generation from theprivatized demonstration facility.
The available CSB storage capacity (Vaults 2 and 3) is insufficient for interim storage o" •any Phase 2-generated HLW canisters and no existing Hanford Site facilities exist to handle thebulk of Phase 2 HLW canisters. An evaluation will be performed by FY 2005 to select the mostviable method to interim store Phase 2 HLW products. The established planning basis includesproviding additional phased Phase 2 interim storage capability by constructing modular facilitiersimilar to the Canister Storage Building as needed.
4.2 GENERAL CHARACTERISTICS OF TANK WASTE AND VITRIFICATIONFEEDS TO BE PROCESSED
Hanford Site radioactive tank waste was produced primarily from reprocessing irradiatedfuel from plutonium production reactors. The Hanford Site tank waste is stored in 149 single-shell tanks (SST) containing approximately 136,800 m3 (36 Mgal) of salt cake, sludge, andresidual liquid with an activity level of approximately 460 x 1016 Bq (125 MCi) and 28 double-shell tanks (DST) containing 80,000 m3 (21 Mgal) of liquid, salt, and sludge with an activity le-'elof approximately 310 x 1016 Bq (85 MCi). In addition to the waste stored in the tanks,approximately 1,900 6.7 cm-diameter by 52 cm-long cesium/strontium capsules containingapproximately 600 x 1016 Bq (160 MCi) will be processed. More detailed information of tankwaste characteristics can be found in Standard Inventories of Chemicals and Radionuclides inHanford Site Tank Wastes, HNF-SD-WM-TI-740 (Kupfer et al. 1997).
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Figure 1. Canister Storage Building.
CANISTERSTORAGEBLDG.
SITE PLANSCM£ NOW
15000 30000 45O0O FEET
to mt£s
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The overall logic for HLW treatment, vitrification, and storage of Hanford Site tank wasteis shown in Figure 2. Retrieval and pretreatment operations will prepare the DST and SST wastefor vitrification. Waste will be retrieved from most tanks in a manner that separates soluble andinsoluble material (sludge). Soluble salts and supernate solutions will be staged for pretreatmentas LAW vitrification feed. Retrieved sludge will be consolidated in DSTs for in-tank pretreatmentand staged to HLW vitrification (Phases 1 and 2).
Pretreatment of Hanford Site tank waste is intended to minimize the volume of HLWchemicals to be vitrified and separate radionuclides to meet the regulatory criteria imposed on theLAW vitrified glass product. Cesium, and possibly other radionuclides, will be removed from theLAW stream by ion-exchange processes and combined with the HLW tank fraction (washedsolids resulting from HLW pretreatment processes). Cesium removed during Phase 1 of theprivatization effort in accordance with the privatization contract requirements (RL 1996a, 199fb)will require interim storage until it can be processed in the Phase 2 HLW vitrification plant. Thecesium "product" is to be further defined as a result of the Phase 1 conceptual design effort.
Existing encapsulated cesium and strontium waste will be blended into the Phase 2 HLV7
feed stream and incorporated into the Phase 2IHLW product or packaged for disposal in thepermanent federal geologic repository (Claghorn 1997, Wodrich et al. 1995).
The Phase 1 vitrification demonstration plant will immobilize only approximately 3 percent(minimum order quantity) to 5 percent (maximum order quantity) of the HLW inventory. Thecandidate feeds for the Phase 1 HLW vitrification demonstration include HLW sludge from thePlutonium-Uranium Extraction Plant (PUREX) stored in DSTs 241-AZ-101 (101-AZ) and241-AZ-102 (102AZ), and high-heat sludge from SST 241-C-106 (106-C). The Phase 1 HLW(IHLW and separated cesium) feed composition range and maximum radionuclide compositionfor selected Phase 1 feed components is defined in the privatization contracts (RL 1996a, 1996")).
4.3 PROJECTED INVENTORIES FOR HLW PRODUCTS
The Phase 1 Subproject scope covers the following waste categories:
• IHLW produced primarily during Phase 1 vitrification plant operation (glassproduct)
• Radioactive cesium separated during Phase 1 LAW vitrification plant operation(separated cesium)
• Secondary high-level radioactive and high-level mixed waste produced duringPhase 1 HLW and LAW vitrification plant operations (non-routine HLW).Secondary or non-routine HLW is expected to consist primarily of refractory andsolidified glass from failed melters.
IHLW Project
HLW Treatment& Immobilization^Phases I & I I .
IHLW GlassCanisters
Phase II HLW Processing
LLW Treatment& Immobilization
Phase I
IIntermediate
CesiumProduct
Canisters
W464
r"| < , I ICD-014
TransportHLW Canisters
I IICD TBD
TransportCesium Product
^ Canisters
W464
I
TransportIntermediate
Cesium ProductCanisters
IICD-017
W464
Interim StoreHLW and
Cesium ProductCanisters
Ship HLWCanisters to
GeologicRepository y
(Shipping ProvidedbyOCRWM)
Dispose of HLWCanisters in a
GeologicRepository
C9704.164/18/97
I
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The Subproject Phase 2 scope covers the following waste categories:
• Immobilized HLW produced during Phase 2 HLW vitrification plant operation• Secondary HLW produced during Phase 2 HLW vitrification plant operation.
Separated cesium from the Phase 1 effort will be incorporated into the Phase 2 glass and will beincluded as part of the Immobilized HLW product; no separated cesium product will be generatedduring Phase 2.
The current planning baseline is to process the cesium/strontium capsules into the Phase 2glass. Therefore, the capsules will be included as part of the Phase 2 immobilized HLW productinventory. Table 1 provides summary inventories. Appendix B provides a summary discussionand a basis of inventory estimates.
Table 1. Phase 1 and 2 HLW Product Inventories.
HLWProduct
Canister Size Estimated Number of Canisters
Phase 1
IHLW
Cesium
Non-routine
Glass volume: 1.05 m3
OD: 4.51 m long x 0.61 m diameter
Volume of cesium product: 0.084 m3
OD: 1.37 m long x 0.70 m diameter
Product volume: 1.05 m3
OD: 4.51 m long x 0.61 m diameter
Min order:1 316Max order1 600
153
32
Phase 2
JHLW
Non-routine
Glass volume: 1.05 m3
OD: 4.5 m long x 0:61 m diameter
Same as Phase 2 IHLW
11,842
TBD
'IHLW Storage Subproject was directed in September 1997" to rebaseline using the 3.0-m long by 0.61-m dia.IHLW canister with a 4.5 m long by 0.61 m dia. canister expected to reduce permanent disposal costs.'Minimum and maximum order quantities of waste to be processed are identified in the Phase 1 privatizationcontracts
IHLW = immobilized high-level wasteTBD = to be determined
•Ashley, D. J., 1997, Subcontract Number 80232764-9-K0OV, Tank Waste Remediation System Higk-LevelWaste Canister, Correspondence Number FDH-9758282A, memo to L. E. Hall, Lockheed MartinHanford Company, dated September 15,1997, Fluor Daniel Hanford Company, Richland,Washington.
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4.4 TOP-LEVEL WORK BREAKDOWN STRUCTURE
The top-level work breakdown structure (WBS) established for planning, execution, andcontrol of the Subproject work is shown in Table 2. A detailed WBS is provided in Chapter 11,Program Management Control. More detailed schedule and cost information about the WBS isprovided in Chapters 7 and 8, respectively. A description of the top-leve] WBS activities isprovided in Appendix C.
Table 2. Top-Level Work Breakdown Structure for IHLW Storage Subproject.
WBS Code
1.1.3.4.02
1.1.3.4.02.01
1.1.3.4.02.02
1.1.3.4.02.03
1.1.2.4.02.04
1.1.2.4.02.05
1.1.2.4.02.06
Activity Title
IHLW [Immobilized High-Level Waste] Storage(Phase 1 and 2)
Project Management and Administration(Phase 1 and 2)
System Definition(Phase 1 and 2)
Immobilized High-Level Waste (IHLW) (Project W-464)(Phase 1)
Operations(Phase 1 and 2)
Future Projects (Line Item Project)(Phase 2 - Interim Storage Facility Design andConstruction)
Facility Decontamination and Decommissioning (D&D)
4.5 INTERFACING ORGANIZATIONS
The IHLW Storage Subproject's primary external interfaces will be the privatizationcontractors, the SNF Project, and the federal and state agencies responsible for regulatoryoversite and permitting (e.g., Ecology).
The functional elements of the transport system and interim storage facility (e.g., receiptof product from vendor, transport cask) depend on the HLW products received from theprivatization contractors. An interface process has been established to define responsibilities andresolve issues. This interface will be conducted in accordance with interface control documents(ICD) specific to each HLW Product. The final ICDs are to be issued by the privatizationcontractors in January 1998. External interface control is covered in Chapter 11. Use of the CSBdepends on the eventual use of the SNF Project W-379-designed CSB facility. A memorandum
11
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of agreement (MOA) (Hansen 1996) between the SNF Project and IHLW Storage Subproject hasbeen established to reserve CSB vaults 2 and 3 for storing Phase 1 HLW products. The IHLWStorage Subproject continually interacts with the SNF Project to assess impacts to theSubproject's baseline MYWP. The interface with the applicable regulatory and environmentalagencies is covered in Chapter 13.
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5.0 PROGRAM/PROJECT BACKGROUND
DOE's primary goal is to immobilize all. HLW tank waste and dispositioncesium/strontium capsules on the Hanford Site by 2028 (Ecology et al. 1996).
As part of the TWRS Program, DOE has embarked on a course to acquire Hanford Sitetank waste treatment and immobilization services from commercial suppliers. These will beprivately developed, financed, constructed, owned, operated, decontaminated (RL 1996a, 1996b).The successful bidders (i.e., vendor or team of vendors awarded a contract) are to be paid for theimmobilized Hanford Site tank waste (product) that they have produced, thereby recouping theirinvestment. This plan uses a two-phased approach. Phase 1 is proof-of-principle and commercialdemonstration-scale efforts and Phase 2 is a full-scale production effort. The referenced contracts(RL 1996a and 1996b) describes the privatization process for both Phases. Contracted work isfor the conceptual design, detailed design, construction, and operation of the Phase 1 facility. Thecontract consists of two distinct phases: Phase la for conceptual design and Phase lb for thedetailed design, construction, and operation. A separate contract will be prepared for Phase 2work.
The primary purpose of Phase 1 is to demonstrate the technical and business viability ofusing privatized facilities to treat and immobilize Hanford Site LAW and HLW. This is to beaccomplished using demonstration facilities (i.e., low-capacity immobilization plants) based on thesuccessful bidder's design. Subproject planning assumes that two LAW demonstrationvitrification plants and one HLW demonstration vitrification plant will be constructed duringPhase 1. In addition, it is assumed that one LAW and one HLW production facility(i.e., high-capacity immobilization plants) will be designed, constructed, and operated duringPhase n. These production facilities are assumed to provide sufficient capacity to immobilize theremaining Hanford Site tank waste by 2028.
In accordance with the solicitation of Phase 1, services, transportation, interim storage,and disposal of various products from the demonstration plants are to be provided by the DOE.The Phase 1 products requiring interim storage in the CSB include IHLW or vitrified HLW,separated cesium from the LAW vitrification plant feed, and non-routine HLW (i.e., failed glasscontact equipment). The Phase 2 HLW product is canisters of IHLW containing the contents ofthe cesium canisters generated in Phase 1 and the contents of the cesium/strontium capsules. TheSubproject has established a construction project, Project W-464, to provide the capability tointerim store the solidified Phase 1 HLW products until they can be transferred to a federalgeologic repository for disposal (IHLW and non-routine HLW) or processed further (cesiumcanisters incorporated into Phase 2 IHLW product).
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5.1 OPTIONS FOR GOVERNMENT AND COMMERCIAL ACTIVITIESAND CONCEPT SELECTION AND IMPLEMENTATION
AFY1996 task (Activity No. S2W02000) (WHC 1995) was established to define thesystem, functions, and requirements for solidified HLW interim storage specific to the HLWprivatization mission. Existing and new Hanford Site facilities along with other government-owned and commercially available systems were assessed to determine their suitability for interm-storing solidified HLW. In addition, alternative concepts (proposed system architectures) wereidentified and evaluated to determine whether they meet system functions and requirements.
Three general categories of potential architectures for HLW product interim storage wereevaluated: building, pad, and bore hole. Building storage concepts include using existingHanford Site facilities and constructing new structures. Existing facilities included surplusshielded structures located in the Hanford Site 200 Area \B Plant, T Plant, U Plant, the PURE?'Plant] and 400 Area [Fuels and Materials Examination Facility, and a Washington Power SupplySystem Site (modifying the Washington Nuclear Plant 1 (WNP-1) spray ponds]. In addition, theSNF CSB was considered. The SNF CSB is representative of storage vault facilities dominatingstorage of immobilized HLW worldwide, (i.e., this concept is used to store HLW in the US atDOE's Savannah River Site in Aiken South Carolina) and internationally (i.e., France and Grea*Britain). New facilities included constructing new CSB-type facilities for both Phase 1 and 2required capacities. New facility construction was limited to a building concept based on passivecooling by natural convection. Many commercial pad storage systems exist and were evaluated.The pad storage system selected for detailed evaluation was the NUHOMS.1 The NUHOMSfacility consists of a concrete pad, a fenced perimeter, and several modular prefabricated bunke-s(vaults). The vaults are cooled by natural convection. Bore holes (or dry well) are essentiallystorage tubes, similar to those used in the CSB-type alternatives, that are embedded in the groundin non-shrink concrete.
A decision process was developed and implemented to select Phase 1 and 2 architectures.The process determined that sufficient information was available to select the Phase 1architecture, but additional development and evaluation of Phase 2 architecture options wasrequired. Development and evaluation of Phase 2 alternative architectures will be initiated in2003 and completed by 2005 (before contract award in 2005) to support the Phase 2 Privatizationschedule. Chapter 7 summarizes the IHLW Storage Subproject schedule.
At the conclusion of the decision process, the Phase 1 interim storage architecture wasrecommended (Calmus 1996b) and approved (Taylor 1997) for Phase 1 HLW interim storage.The selected Phase 1 architecture entails outfitting the SNF CSB to make the CSB suitable tointerim-store solidified HLW. After the Phase 1 architecture was selected, the SNF Project ancfTWRS Subproject established the MOA (Hanson 1996) that assigned CSB Vaults 2 and 3 to theIHLW Storage Project. On approval of the MOA, the Phase 1 and 2 functions and requirementswere established (LMHC 1996) and served as the basis for preparing the Phase 1 DesignRequirements Document (DRD) (Calmus 1996a). The DRD lists all applicable constraint
'NUHOMS is a trademark of Vectra Technologies, Inc.
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HNF-1751,Rev. 0
documents [i.e., the U.S. Code, Code of Federal Regulations (CER), Washington AdministrativeCode (WAC), DOE directives and standards, and other DOE requirements] and requirementdocuments (i.e., federal and state codes and standards and Hanford Site standards andmiscellaneous documents) and provides system and performance requirements specific to Phase 1HLW products and quality assurance provisions. These requirements and quality assuranceprovisions are currently being used as the basis for Phase 1 transportation system and CSBconceptual design. The DRD will require revision before the Phase 1 detailed design phase toincorporate information developed by the Phase 1 privatization contractors during the Phase lacontract period (conceptual design). The final Phase 1 DRD will be used as the basis forestablishing Phase 2 design requirements. Interface control documents are currently beingprepared to establish the interface activities between the IHLW Storage Project and privatecontractors. (Also see Section 11.10.)
Design, construction, and preoperation activities will be performed to meet a June 2002startup date to accommodate the planned start of Phase 1 HLW vitrification plant operations inJune 2002. Conceptual design of the CSB to accommodate HLW Phase 1 products has beeninitiated and is scheduled to be complete by January 30,1998.
5.2 EXISTING PHASE 1 INTERIM STORAGE FACILITY DESCRIPTION
This section provides a general description of the existing CSB design (Project W-379).Section 5.3 covers the required modifications to the CSB to provide interim storage of Phase 1HLW products.
The CSB was originally designed, and construction initiated, for storage of canisters ofvitrified HLW from the Hanford Waste Vitrification Plant. Construction of the Hanford WasteVitrification Plant CSB was halted in conjunction with cessation Hanford Waste VitrificationPlant construction, which resulted from program redirection. The CSB is now being modified andconstruction is being completed for storage of Hanford K-Basin SNF. The K-Basin SNF will notrequire use of the full CSB storage capacity. Two of the three vaults are reserved for storage ofPhase 1 HLW products.
The CSB is located in the 200 East Area of the Hanford Site, approximately 48 km(30 mi) northwest of Richland, Washington. The CSB facility is depicted in Figure 3. It consistsof 3 below-grade, concrete vaults approximately 50 m (164 ft) wide by55m(180ft6 in.) long by14 m (46 ft 11 in.) deep. SNF will be stored in the northernmost vault, Vault 1. The CSBstructure includes a steel shelter 41 m (134 ft 6 in.) wide by 62 m (203 ft 6 in.) long by 17 m(55 ft 9 in.) tall. The shelter provides an operating area for load-in/load-out. A metal building15 m (49 ft 3 in.) wide by 37 m (121 ft 5 in.) long by 9 m (29 ft 6 in.) tall houses the mechanical,electrical, and support services. The load-in/load-out area contains two service pits. One isdesigned specifically for transferring multicanisters overpacks (MCO) containing SNF from theonsite transport cask to the CSB shielded handling machine, referred to as the MCO handlingmachine (MHM). The second is much larger and is designed to accommodate service/transfer oflarger SNF packages [i.e., Test Reactor and Isotope Production General Atomics (TRIGA) andFast Flux Test Facility (FFTF) SNF].
15
HNF-1751,Rev. 0
Figure 3. Canister Storage Building Configuration.
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HNF-1751,Rev. 0
The vaults are covered by a concrete deck and each vault has concrete air plenums onopposite sides. The below-deck concrete partition walls allow independent vault cooling. Thenorthernmost vault, Vault 1, is equipped with carbon steel tubes installed vertically, an air intake,and an exhaust stack. Storage tubes and intake/exhaust stacks will not be installed in Vaults 2 and3 as part of Project W-379.
Each vault can provide for a storage tube matrix of 22 rows by 10 columns for a total of220 'standard' storage tubes. Each vault also can accommodate six larger diameter tubes forcanister overpack. Both the standard and overpack tubes are constructed of carbon steel and canaccommodate two 4.5 m (14-ft 10-in.)-tall by 0.61 m (2-ft)-diameter IHLW canisters and impactlimiters at the bottom of the tube and between the canisters. A storage tube providesapproximately 11.1 m (36 ft 6 in.) of vertical space for canisters and impact limiters with a 68 cm(27-in.) internal diameter. The storage tubes are designed to be closed and sealed with a shieldedplug installed at the deck level and a 2.54 cm (1-in.) plate seal-welded to the bottom of the tube.No shield plugs have been designed for or are provided for Vaults 2 and 3 as part ofProject W-379.
Decay heat will be removed from each vault by natural convection. Cooling air is drawnthrough an inlet duct into a plenum that feeds each vault. The air flows across the outer surfaceof the storage tubes, and exits through an elevated exhaust stacks.
An annex to the southernmost vault, Vault 3, is included as part of Project W-379. Theannex is referred to as the hot conditioning annex (HCA) and will provide features to chemicallystabilize the SNF before the MCOs are sealed for interim storage.
• The HCA is a reinforced concrete structure that houses mounting plates for the processmodules and seven process pits for HCA equipment: The HCA operating deck is 10.7 m(35 ft 3 in.) by 42.3 m (138 ft 11 in.) by 1.5 m (5 ft) thick; the reinforced concrete slab issupported at grade level. Its design does not include a wet-pipe sprinkler system becausesignificant combustible loading will not exist, and the transient combustible loading is controlled.The CSB safety support functions are provided by backup electrical power and fire protection andmonitoring systems.
5.3 ADDITIONAL CSB AND TRANSPORTATION SYSTEM FEATURES
Using the CSB for interim storage of Phase 1HLW will require installation of equipmentand subsystems that are not needed for the SNF CSB design. The existing CSB facility also mayneed to be modified.
The CSB equipment retrofits will include the following:
• Remote handling equipment and a shield cover in the receipt/transfer pit (FFTFpit)
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• New or modified MHM (shielded CSB transport system; Vault 2 and 3 inlet andoutlet stacks
• Vault 2 and 3 storage tubes, tube shield plugs, and tube impact absorbers; cesiumcanister-handling assemblies
• Air louvers on the inlet stack plenum
• Temperature and air flow monitoring equipment
• Minor upgrade to CSB instrumentation and control systems; remote operatingequipment, welders, shielding, and maintenance and other equipment needed toperform overpack operations in the HCA building space.
In addition to the required CSB equipment, a new onsite transporter system, including atractor/trailer and onsite shielded transport cask, will need to be specified and procured. Totransport and handle cesium canisters, the onsite shielded transport cask may need to be modifiedand a unique transport system and CSB handling equipment may need to be designed andfabricated.
The extent of CSB modifications will be determined in the conceptual and detailed designphases; however, preliminary evaluations (Jacobs 1996a, 1996b) have identified the followingpotential key modifications.
• Modify the inlet plenum to allow louver installation.
• Deepen the HCA pit to accommodate a 4.5 m (14-ft 10-in.) IHLW canister.
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6.0 LINE-ITEM PROJECT MANAGEMENT APPROACH
The TWRS S&D Project includes providing for interim storage of all HLW generated as aresult of the Phase 1 and 2 Privatization effort and to ensure that the HLW is acceptable to thedesignated disposal site at time of shipment. To meet these objectives the Subproject wasestablished and structured to support the privatization phased approach (Phase 1 and 2). Twodesign/construction projects (line-item projects) are included as part of the Subprbject.Project W-464, a line-item project to retrofit the CSB to accommodate the Phase 1-generatedHLW (IHLW and separated cesium canisters), has already been approved by DOE (CriticalDecision 1). A line-item project to design and construct new facilities to accommodate Phase 2-generated HLW will be established after the system architecture is selected. This project plan isspecific to the overall HLW Storage Subproject; more detailed project management plans (PMP)will be prepared for the Phase 1 and 2 line-item projects. The line-item PMPs will be prepared inaccordance with approved Project Hanford Management Contractor (PHMC) procedures andinclude planning specific to approved, validated projects. The line-item project PMPs will identifythe plans, organizational interfaces, management control systems, and reporting requirements thatwill be used by those responsible for managing the line-item projects. The PMPs will be part ofthe line-item project baseline and will be controlled documents subject to disciplined configurationmanagement procedures. Documents to be developed after and to support the PMPs also will becontrolled documents subject to configuration management. The PMPs will be updated annuallyand supplemented to meet the requirements of the U.S. Department of Energy, RichlandOperations Office (RL) Site Management System and the MYWP.
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7.0 PROJECT-CONTROLLING MILESTONES ANDCRITICAL ACTIVITIES SCHEDULE
The Subproject is structured to meet Tri-Party Agreement milestones (Ecology et al.1996). Table 3 lists the Tri-Party Agreement milestones that apply to the IHLW StorageSubproject.
Table 3. Tri-Party Agreement Milestones.
Milestone
M-90-00
M-90-01
M-90-11
M-90-12
M-20-00
M-20-56
Description
Complete acquisition of new facilities, modification of existingfacilities, and modification of planned facilities as necessary to storeHanford Site Immobilized Tank Waste.
Submit interim storage and disposal ILAW and interim storageIHLW project management plans to Ecology in accordance with theTri-Party Agreement, Section 11.5
Complete canister storage building construction. This requirescompleting all construction, internal/external facilities modificationsand startup activities necessary for canister storage facility receipt ofall Phase 1 Hanford Site HLW canisters from TWRS processing.For purposes of this interim milestone, Phase 1 IHLW canisterstorage is defined as the capability to store at least 500 IHLWcanisters. Interim milestones and associated target dates establishingwork schedules for Phase 2 IHLW canister storage will beestablished pursuant to the Phase 2 request for proposal for TWRSprivatization.
Submit revised canister storage facility Part A dangerous wastepermit application to Ecology pursuant to WAC 173-303.
Submit Part B permit application or closure/postclosure plans for allRCRA TSD units. Permit applications, closure, and postclosureplans will be submitted to Ecology and/or EPA for approval inaccordance with their respective authorities.
Submit canister storage facility Part B dangerous waste permitapplication to Ecology. This interim milestone supports MajorMilestones M-90-00 and M-20-00.
Due Date
TBD1
December1997
December2002
June 19?9
December2003
December2000
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Table 3. Tri-Party Agreement Milestones.
Milestone
M-51-00
Description
Complete vitrification of Hanford Site high-level tank waste.
Due Date
December2028
'The completion date will be negotiated 6 months after this project plan is completed.
Ecology = Washington State Department of Ecology TBD = to be determinedEPA = U. S. Environmental Protection AgencyHLW = high-level wasteIHLW = immobilized high-level wasteRCRA = Resource Conservation and Recovery Act of 1976
TSD - treatment, storage, and disposalTWRS = Tank Waste Remediation SystemWAC = Washington Administrative Code
The Subproject baseline schedule is provided in the FY 1998 MYWP (FDH 1997a) andidentifies major Tri-Party Agreement, DOE, and PHMC milestones. The activities making up theSubproject baseline schedule have been defined and are included in milestone logs, which will bemaintained under Project change control (see Chapter 11). Table 4 identifies the majorSubproject activities and associated start and finish dates. A more detailed Subproject schedule isprovided in Appendix E. This schedule includes Subproject activities according to establishedSubproject WBS (see Section 11.1.1), and identifies critical activities, and DOE and Tri-PartyAgreement milestones.
Table 4. Major Subproject Activities and Activity Durations.
Major Subproject Activity
Phase 1
Conceptual design
Post- validation activities
Advanced conceptual design
Design/construction (capital)
Startup
Hot operations
Post-production operations
Start
—
10/01/97
05/01/98
10/01/98
10/01/99
10/01/01
06/03/02
10/03/11
Finish
—
04/30/98
09/30/98
09/30/99
09/28/01
05/31/02
09/30/11
09/28/12
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Major Subproject Activity
Phase 2
Conceptual design (modules 1-5)
Advanced conceptual design (modules 1-5)
Design (capital) (modules 1-5)
Construction (capital) (modules 1-5)
Startup (modules 1-5)
Hot operations (modules 1-5)
Post-production operations (modules 1-5)
Facility Decontamination and Decommissioning
Decontamination and decommissioning of Phase 1 and 2 facilities
Start
. . . .
03/01/06
10/01/07
04/01/08
10/01/10
01/03/12
10/01/12
10/02/28
—
10/01/43
Finish
—
09/30/11
03/31/21
09/29/23
09/30/2-*
09/30/25
09/29/28
09/30/43
—
09/30/48
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8.0 PROJECT COST
The total projected cost for the Subproject is provided in Table 5. The cost figures areprovided for the life of the Subprqject and are presented according to the established IHLWStorage Subproject WBS, Level 6. A more detailed cost breakdown for each discreet Projectactivity is provided in the PHMC MYWP (FDH 1997a).
More definitive total project cost estimates for the IHLW Storage line-item projects willbe developed as part of each project's conceptual design activities. The total project costcomprises a total estimated cost (plant and capital equipment funding) and other project costs,including operating expense and capital equipment not related to construction funding. Otherproject costs are based on estimates conducted as part of the Project budget submission to theU.S. Department of Energy-Headquarters (DOE-HQ), as validated by DOE-HQ, and areprovided by the project performer, the PHMC.
23
Table 5. IHLW Storage Subproject Estimated Life-Cycle Costs.1AM
WBS FY98<$) FY99($) FY0O(S) FY01 ($) FY02($) FY03 ($) FY04(S) FY05($) FY06($) FY07($) FY08($) FY09(S) FY10(S) FY11 (J) FY12(S) FY13(t) FY98-FY13(S)
FY14-FY46(S)
Total ActivityC«t(S)
1.1.3.4.02.01 Project Management/Administration
Phaseland2 Expense
170 109 110 152 153 153 154 153 152 152 154 153 153 153 152 153 2377 3366 5743
1.1.3.4.02.02 Systems Definition
Phase 1Expense
Phase 2Expense
602 90
-
91
-
74
-
76
- - 214 305 248 . 99 100 99 99 99 78 78
933
1,486 1.047
933
2,473
1.1.3.4.02.03 IHLW (Project W-464)
Phase 1Expense
Phase 1Capitol
1,514 ' 1.289 542
17,560
560
24,910
3,327 7,232
42,469
-
-
7,232
42|469
].].3.4.02.04Operations
Phase 1Expense
Phase 2Expense
Phase 2Expense
Phase 2Capital
- - - 1,083 3,276 3,289 3,276 3,263 3,263 3,289 3.276 3,276 3,276 1.071 -
1.1.3.4.02.05 Future Projects
2,2371 2.2371 19,3569 82,397 -
3,0563
6,632
320,709
-
87,325
24.879
1,518,735
30,563
93.957
24.879
1,839,444
1.1.3.4.02.06 Facility Decontamination and Decommissioning
Phase 2Expense -
96,137 86,137
FYIHLWHAWWBS
'All cost numbers are rounded to values in MYPP, total costs may not equal annual costs.*A1I costs in thousands of dollars (SlOWs).'All costs for FY 1998-2002 are escalated at 3% per year. All later costs are based on FY 2002 escalated rate.'Source of cost numbers is FY 1998 MYWP (draft as of December 1997)
=fiscalyear= immobilized high-level waste= immobilized low-activity waste= work breakdown structure
HNF-1751,Rev. 0
9.0 PROGRAMMATIC RISK ASSESSMENT
Risk planning, assessment, analysis, and management (Figure 4) will be used throughoutthe Subproject to identify significant risk factors and formulate mitigation plans. Riskmanagement will be conducted in accordance with the TWRS programmatic risk managementplan and procedure, TWRS Administration, WHC-EP-0842, Volume IV (Davis 1997) and thestorage and disposal project risk management procedures (Murkowski 1995). Identified risks willbe incorporated into the TWRS risk management list for assessment and analyses. Biskassessment will be an ongoing, iterative, integrated process. The process will provide informationneeded to manage programmatic (cost and schedule), technical, environmental, safety, and healthrisks. Initial risk screening has been performed as part of the initial decision process to selectPhase 1 and 2 interim storage architectures and as part of ongoing interaction with the SNF CSBProject.
PERCEIVED SOURCES OF HIGH RISK
The high-risk items that could significantly affect Project W-464 are a result of integrationwith Project W-379.
The most significant high-risk items are the following:
The significant schedule impact that could result from a significant delay inProject W-379.
• Risk to the Project W-464 schedule caused by uncertainties associated withconcurrent SNF operations and the associated sharing or redistribution ofequipment.
Use of the CSB depends on outfitting two of the three vaults to accommodate the Phase IHLW products. Modification of primary CSB equipment is scheduled to begin at the completionof Project W-379. The Project W-464 project activities were developed assuming that theProject W-379 would be completed in calendar year 2000. Delay of the Project W-379 schedulecould affect the start of Project W-464 retrofit activities, Project W-464 design, procurement,and construction activities may need to be replanned to accommodate delays of 1 year or less tothe SNF CSB Project. For SNF CSB Project delays longer than 1 year that significantly affect theProject W-464 scheduled completion date (facility hot operations in June 2002), DOE may needto reassess Hanford Site Project priorities and develop a mitigation path forward. This pathforward could include delay of all or part of the Project W-379 activities or selection of analternative facility for Phase 1 HLW interim storage to meet Phase 1 privatization milestonescorresponding to hot operations of the HLW/LAW demonstration vitrification plants (hot startupin June 2002). The CSB HLW hot operation is assumed to coincide with hot startup of thePhase I HLW/LAW vitrification facilities as described in the privatization contracts.
25
"DETERMINES METHODSAND RESOURCES TO BEUSED"
• Requirements• Needs• Resources• Focus• Techniques• Responsibilities• Organization
"EXAMINATION OF ALLASPECTS OF A PROGRAMTO IDENTIFY AREAS OFRISK AND THE CORRES-PONDING IMPACTS"
• Qualitative• Identify Risks• Analogs• Expert Opinion
(e.g.; DNFSB,SRRB)
"EVALUATION OF CHANGEIN CONSEQUENCES CAUSEDBY CHANGES IN RISK-INPUTVARIABLES"
HANDLING(Management)
QuantitativeNumerical SimulationsAnalytic SolutionsSensitivity AnalysesEvaluate AlternativesIdent. Addit. Info. Needs
"THE ACTION OR INACTIONTAKEN TO ADDRESS RISKSIDENTIFIED IN ASSESSMENTAND ANALYSIS EFFORTS"
• Avoid• Control• Assume• Transfer• Knowledge
HNF-1751,Rev. 0
CSB HLW operation will include accommodating unit operations required for SNF MCOsand HLW products. Project W-379 operating parameters are still being developed and couldinfluence the Project W-464 baseline operation. For example, the type and extent of monitoringfor SNF MCOs in storage has yet to be established. The type and degree of monitoring couldaffect HLW operations if the MHM is required. Both the HLW and SNF products will betransported in the CSB using the MHM.
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10.0 PROJECT ORGANIZATION, ROLES, AND RESPONSIBILITIES
The Subproject organization is based on the PHMC team concept. Active participantsinclude RL, the performing TWRS program or project organization, the engineer/constructor,and, as appropriate, the subcontracted architect-engineer and construction contractors. Theperforming Subproject organizations provide program or project management and technicaldirection for RL during all phases of the project. Appropriate onsite support services, includingquality, safety, environmental, and health organizations, are called on to provide expert supportin their areas of expertise.
The Subproject organizational relationships are shown in Figure 5. The overallresponsibility matrix is provided in Appendix D. The responsibilities, authorities, and activitiesrequired of each participating organization throughout the projects are summarized in DOE(1992a). Before definitive design activities begin, a more definitive subset will be developed usingguidance provided in Hanford Site procedures specific to line-item PMPs [HNF-PRO-563,Project Management System (FDH 1997b)].
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HNF-1751,Rev. 0
Figure 5. IHLW Storage Subproject Organizational Relationships.
DOE
Programmatic Direction and Surveillance
DOE-RL
Acquisition Exccuttve-TWRS Program
DOF.-RL
Waste Disposal Division
DOE-RL
I (iyh-Level Waste Interim Storage Stibprojcct
PROJP.CT IIANI'OIU) MANAGEMENT CONTRACTOR_LPluor Daniel Haiiiord, Inc.
TWRS STORAGE AND DISPOSAL PROJECT
LMHC (Program ManagcmentyNumatec (Project Management)
Immobilized HLW Storage Suli|iroject
Phase I Line-Item Project
PROJECT W4G4
Design/ ConstructCanister Storage Building
Phase II Line-Item Project
OPERATIONS/DAD
I'husc I Hot Operationsand
Decommissioningand Decontamination
FUTURE PROJECT
Design/ConstructPhase II Facility
Modulus
OPHRATiONS/D&DPhase n Hot Operations
Decommissioning andDecontamination
1LICENSING/SAFETY
•Duke Engineeringand Services Inc.
iCONCUPTUAL
DESIGNFiuor DanielNorthwest
1DEFINITIVE
DESIGN
TBD
1CONSTRUCTION
TBD
1QUALITY
ASSURANCEFluor DanielHanfoni Inc.
1PERMUTING
Lockheed MartinHan ford Corporation
TWRS = Tank Waste Remediation SystemTBD = To Be DeterminedDOE = Department ofEncrgyRL = Kiehland Operations Oll'iccLMHC = Lockheed Martin HarJ'ord. Inc.
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11.0 PROJECT MANAGEMENT AND CONTROL
The Subproject management and control process consists of the following elements:project planning, baseline management and control, performance measurement and reporting,work authorizations, funds management, contingency management, meetings and reviews, projectvalidation, critical decisions, and external interface control. Sections 11.1 through 11.10 discursthese elements. Section 11.1 includes a discussion of the Subproject work breakdown structure,line-item project management, systems engineering, configuration management and project filermanagement. Section 11.2 discusses technical, schedule, and cost baseline management andcontrol.
11.1 PROJECT PLANNING
The intent of the project management system and project planning is to ensure thesuccessful execution of the Subproject management and system definition activities, and design,procurement, construction, testing, and start up of the Subproject facilitates (Phase 1 and 2)within baseline cost and schedule and meeting criteria and requirements.
Sections 11.1.1 through 11.1.5 describe the Subproject management systems to be used,including procedures, practices, hardware, and software.
The Subproject control organization will assess the participant's management systemsannually. The assessment scope and content will be tailored to evaluating implementation orexecution and relate to some or all of the management system elements listed in Sections 11.1.1through 11.1.5.
11.1.1 Work Breakdown Structure
A WBS was established for planning, execution, and control of the Subproject work. TheWBS represents the way in which work will be estimated, scheduled, budgeted, performed, andmanaged. The WBS defines all authorized Subproject work regardless of funding source byrelating elements of work to each other and to the end products. Because it describes all thework to be done on the Subproject, the WBS provides the basis for technical, schedule, and co<*control. The status of each active element is monitored regularly to determine if the planned workis being accomplished on schedule and within budget.
The Subproject WBS is broken into discrete packages for performance tracking andreporting. Major work activities for the Project have been defined as shown in the WBS, shownin Figure 6, and are detailed in activity data sheets, which are held as backup to the TWRS MYPPand are available from the TWRS S&D Project files. The Subproject level (Level 5) dictionary-sheets are provided in Appendix C.
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HNF-1751, Rev. 0
As Phase 1 and Phase 2 line-item projects are validated in accordance with applicableDOE Orders (i.e., DOE Order 4700.1 or equivalent), contractor participants will be responsiblefor developing contractor work breakdown structures (CWBS) and preparation for DOE ofCWBS dictionaries at the cost account level in support of the Subproject WBS. Each CWBSdictionary will specify the work to be performed and how and by whom it will be accomplished.The CWBS dictionary also will identify the technical work scope and planning documents thatfurther describe the work activities and provide other significant data.
11.1.2 Project Management Plans (Phase 1 and 2IHLW Storage Line-Item Projects)
A PMP will be developed for both Phase 1 and 2 validated line-item projects inaccordance with relevant PHMC procedures and DOE orders. Each line-item project PMP willidentify the plans, organizational interfaces, management control systems, and reportingrequirements that will be used by those responsible for managing the respective line-item projects.The line-item PMPs will be part of the line-item project-specific baseline and will be controlleddocuments subject to configuration management. Documents to be developed after andsupporting the line-item PMP also are controlled documents. The line- item PMPs will beupdated annually and supplemented to meet the requirements of the RL Site Management Systemand MYWP. Each line-item PMP will be developed after that line-item project's conceptualdesign activity is complete.
11.1.3 System Engineering Management
The Subprqject will use the Tank Waste Remediation System Systems EngineeringManagement Plan (SEMP), WHC-SD-WM-SEMP-002 (Peck 1996), as the basis for tailoring thesystems engineering process to apply scientific and engineering principles to accomplish thefollowing goals:
• Transform an operational need into a system of defined performance andconfiguration characteristics through iterative, disciplined, and documentedprocesses
• Ensure that all necessary related parameters are integrated to optimize a systemdesign that meets program cost, schedule, and technical performance goals
Maintain a controlled definition of the system over its life cycle.
The TWRS systems engineering approach will provide the following benefits:
• An orderly and structured approach to systems development.
• A common understanding of program goals and expectations by all participants.
• An integrated schedule of activities showing how they relate to each other.
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1.1.3.4.02
1.1.3.4.02.01
1.1.3.4.02.01.011.1.3.4.02.01.021.1.3.4.02.01.031.1.3.4.02.01.04
1.1.3.4.02.02
1.1.3.4.02.02.011.1.3.4.02.02.021.1.3.4.02.02.03
1.1.3.4.02.03
1.1.3.4.02.03.011.1.3.4.02.03.021.1.3.4.02.03.031.1.3.4.02.03.041.1.3.4.02.03.051.1.3.4.02.03.061.1.3.4.02.03.071.1.3.4.02.03.08
Figure 6. Subproject Work Breakdown Structure.
IHLW STORAGE SUB-PROJECT (Level 5)
Project Management/Administration (Level 6)
Fiscal Year Work Plan (FYWP) MaintenancePrepare Project Baseline Summary (PBS)Prepare Multi-Year Program PlanProject Management Support
System Definition (Level 6)
Systems Documentation (Phase I and II)ICD Studies and Issue ResolutionRW/QARD Compliance
Immobilized High-Level Waste (IHLW) (Project W-464) (Level 6)
W-464 Project ManagementW-464 Conceptual DesignW-464 Advanced Conceptual DesignW-464 Preliminary Detailed Design (Title I)W-464 Detailed Design (Title II)W-464 Building Modifications/ Transport SystemsW-464 StartupW-464 Permitting
1.1.3.4.02.03.08.01 CSB SEPA/NEPA1.1.3.4.02.03.08.02 CSB Notice of Intent1.1.3.4.02.03.08.03 Part A Permit Application1.1.3.4.02.03.08.04 Part B Permit Application, Rev. 01.1.3.4.02.03.08.05 Part B Permit Application, Rev. 11.1.3.4.02.03.08.06 Transportation and Packaging1.1.3.4.02.03.08.07 Listing Exclusion Application1.1.3.4.02.03.08.08 Environmental Assessment1.1.3.4.02.03.08.09 W-464 Safety
1.13.4.02.04 Operations (Level 6)
1.1.3.4.02.05 Future Projects (Phase II Interim Storage Facility Design Construction) (Level 6)
1.1.3.4.02.05.01 Project Management1.1.3.4.02.05.02 Conceptual Design1.1.3.4.02.05.03 Advanced Conceptual Design1.1.3.4.02.05.04 Preliminary Detailed Design (Title I)1.1.3.4.02.05.05 Detailed Design (Title II)1.1.3.4.02.05.06 Construction1.1.3.4.02.05.07 Startup1.1.3.4.02.05.08 Permitting1.1.3.4.02.05.09 Safety
1.1.3.4.02.06 Facility Decontamination and Decommissioning (D&D) (Level 6)
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• Documented evidence of the current condition or status.
• Traceability of significant program characteristics and system configuration at anypoint in the program life cycle.
• Control of project cost, schedule, and technical performance.
• Ensurance that the system being built will accomplish the mission.
A line-item project-specific SEMP will be prepared for each line-item project, asnecessary, after that project's conceptual design is complete, to ensure that the technicalrequirements and basic design criteria of the line-item projects are clearly defined and traceablethroughout the design, acquisition, construction, and operation phases. See Figure 7 for a typicalline-item project life cycle and associated systems engineering documents.
The line-item project SEMPs will conform to the DOE requirements (DOE Order 4700.1or equivalent) as well as to the TWRS SEMP (Peck 1996). The TWRS systems engineeringprocess, presented in Figure 8, will be used to develop an optimal cost-effective solution to theidentified system need. The end product of the process is documentation describing the preferredsystem and required performance. The process is a systematic approach that integrates thedevelopment, construction, test, operations, support, and decommissioning of the system. It willbe used throughout the system's life cycle.
The line-item projects (Phase 1 and 2) have been assigned a project risk/complexity factorof "moderate" and an associated systems engineering level of 2. The systems engineering levelwill be formally documented in the line-item specific project SEMPs. A Level SE-2 project isdefined in the TWRS SEMP (Peck 1996) as a project requiring a full set of systems engineeringactivities and documentation that, because of its moderate degree of risk or complexity, can betailored to the project's specific needs. The systems engineering activities and resultingdocumentation determined necessary for the Project W-464 (Phase 1) and Phase 2IHLW Storageline-item projects are presented in Figures 9 and 10, respectively. These figures show the statusof the systems engineering process as of the end of FY 1997.
The TWRS SEMP provides guidance to adopt the approved systems engineering processfor Hanford Site projects that were established before the approved TWRS SEMP was issued.Project W-464 was defined and proceeding in parallel with development of the TWRS SEMP.The systems engineering approach adopted by Project W-464 is essentially the same as thatpresented in the TWRS SEMP except that the Project W-464 DRD was developed and approvedin lieu of preparing both a technical requirements specification and a DRD. Both documents havethe same format and contain essentially the same information; however, the DRD includes moredetail. Therefore, a technical requirements specification will not be prepared for Project W-464.A technical requirements specification will be developed for the Phase 2 line-item project beforethe DRD is developed.
33
Legend
• SRR System Requirements Review ' -•TRR Technical Requirements Review•DRR Design Requirements Review• SDR System Design Review• PDR Preliminary Design Review• DDR Definitive Design Review•ORR Operations Readiness Review• D&DR Decontamination & Decommissioning Review•MCR Mission Completion Review•KD Key Decision• PSAR Preliminary Safety Analysis Report•FSAR Final Safety Analysis Report• TSR Technical Safety Requirements
HNF-1751,Rev. 0
Figure 8. TWRS Systems Engineering Process.
35
WHC-SO-WM-MAR-008, REV. 0, TWRS MISSION ANALYSIS
WHC-SO-WM-FRO-020, REV. 0 , TANK WASTE REMEDIATION SYSTEM FUNCTIONS AND REQUIREMENTS
WHC-SD-WM-FRO-029. REV. 0 FUNCTIONS AND REQUIREMENTS DOCUMENT FOR INTERIMSTORAGE OF SOLIDIFIED HIGH-LEVEL AND TRANSURANIC WASTE
AGA (PATH FORWARD)-SEARCH & EVALUATION-ENGR. STUDIES-COST/SCHEOULE EST
W H C - S O - W M - S P - 0 1 1 , SOLIDIFIED HICH-LEVEL WASTE INTERIM STORAGE ALTERNATIVEAND ANALYSIS AND PATH FORWARD RECOMMENDATION
DECISION PLAN LETTER, OECISION PLAN TO SELECT PHASE I HIGH-LEVEL WASTE
DECISION REPORTAND CONCURRENCE(SELECTED CSB)
WHC-SD-WM-TA-18J, REV. 0, HIGH-LEVEL WASTE INTERIM STORAGE ARCHITECTURE SELECTION -
IMOA WITH SPINUCLEAR FUE
!ENT| SFD: K M S / 9 6 - S F 0 - 1 0 4 . MEMORANDUM OF AGREEMENT (MOA) - UTILIZATION:LS I OF CANISTER STORAGE BUILDING (CSB) VAULTS 2 * 3 FOR IMMOBILIZED HIGH-
LEGENDAGA ALTERNATIVE GENERATION ANALYSISCDR CONCEPTUAL DESIGN REPORTCSB CANISTER STORAGE BUILDINGD I D DECOMMISSIONING AND DECONTAMINATIONORD DESIGN REQUIREMENTS DOCUMENTF*R FUNCTIONS AND REQUIREMENTSICD INTERFACE CONTROL DOCUMENTSSNF SPENT NUCLEAR FUELSSOW STATEMENT OF WORKTWRS TANK WASTE REMEDIATION SYSTEM
ACTIVITY TO BE STARTED
ACTIVITY IN PROGRESS
ACTIVITY COMPLETE
an'00CUMENT F 0 R
- I N PROCESS; SCHEDULED COMPLETEDATE IS JANUARY 1998
LEVEL WASTE
INTERIM
•CONCEPT DESIGNPRELIMINARY NUCLEAR SAFETY ANALYSISENVIRONMENTAL CHECK UST
JREVISE~ORO
HNF-S0-W464-SOW-O01 , REV. 0, STATEMENTFOR WORK FOR CONCEPTUAL DESIGN OFSOLIDIFIED HIGH-LEVEL WASTE INTERIM STORAGESYSTEM PROJECT (PHASE I)
'REUMINARYl@J
IDEFINlfivEl| D E S I G N J
[CONSTRUCTION:
,™J , S " ' S S I O N WHC-SD-WM-MAR-008, REV. 0. TWRS MISSION ANALYSIS
jTRS - PHASE II1 5 ^ 1 — _ _
TAGATPATH FORWARD! II-SEARCH * EVALUATION I-ENGR. STUDIES I
^COST^SCHEDULE J S T _ |
jDECISION PLAN]
[f*]rDECisTofTREPORTiI AND ILCONCURREJiCE |
I F R F N D
AGA ALTERNATIVE GENERATION ANALYSISCDR CONCEPTUAL DESIGN REPORTDRD DESIGN REQUIREMENTS DOCUMENTF&R FUNCTIONS AND REOUREMENTSICO INTERFACE CONTROL DOCUMENTSSOW STATEMENT OF WORKTRS TECHNICAL REQUIREMENTS SPECIFICATIONTWRS TANK WASTE REMEDIATION SYSTEM
ACTIVITY TO BE STARTEO
ACTIVITY COMPLETE
IPREPAREI
"Syww_J
_REVISEI
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• IBEFINTTOEI[ D E S I G N ^
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RC\1OD797B
HNF-1751, Rev. 0
Changes to the Hanford Site and TWRS technical baselines in the Hanford Site TechnicalDatabase will be incorporated as updates to the Project W-464 DRD.
Risk will be managed in accordance with the TWRS SEMP, TWRS programmatic riskmanagement plan, and the appropriate risk management procedures in HNF-IP-0842, Volume IV(Davis 1997) and the Storage and Disposal Project Risk Management Plan (Murkowski 1995\
Interface control will be managed in accordance with the TWRS SEMP and theappropriate interface control procedures found in WHC-IP-0842, Volume IV.
11.1.4 Configuration Management
Configuration management is an integrated approach to controlling the technical cost,schedule, and administrative tasks necessary to manage the project. The Hanford Siteconfiguration management requirements are prescribed in the PHMC Configuration ManagementPlan, HNF-MP-013 (FDH 1997b). The TWRS SEMP, WHC-SD-WM-SEMP-002 (Peck 199(5),provides the requirements for a program documenting the functional and physical characteristicsof a product to be controlled during its life cycle, control changes to those characteristics, andprovide information on the status of the product. These relationships are active throughout theproduct's life cycle, and when a change occurs to any one of these relationships, the others areevaluated to determine impacts.
The purpose of a change control process is to provide an avenue to revise a product anidetermine the effects of the revision on other attributes of the product or on other products.Selected products will be identified and placed under Configuration Management control; therigor of that control will be differentiated, and procedures will be established to define the rigor ofcontrol. The TWRS Baseline Change Control procedure, found in HNF-IP-0842, Volume VIESection 1.1, will be the vehicle for making changes to the integrated baseline.
11.1.5 Project Files
The Hanford Information Resource Management System develops and maintains theproject technical files and ensures that information is available to support the Subproject and line-item projects and that the information product is complete and accurate for the staging andinterim storage of Phase 1 and 2 HLW products. Information resources are managed throughoutthe information life-cycle, including information creation, collection, processing, distribution,management, and disposition or retirement. Life-cycle activities shall be managed to makeinformation useful, available, and effective in accomplishing the Subproject and line-item projectobjectives.
Project files will be developed and maintained in accordance with the Subproject'sconfiguration management plan and the line-item project's document management plan. The line-item project's document management plan will be developed after the conceptual design iscomplete.
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11.2 BASELINE MANAGEMENT AND CONTROL
A total IHLW Storage Subproject baseline has been established for all activities tocompletion of the Subproject. All these activities are reflected in the IHLW Storage SubprojectWBS (Figure 6). The technical baseline is the basis for the schedule and cost baselines reflectedin the IHLW Storage Subproject MYWP. Effective control of the Subprpject baseline isessential; changes to the baseline will be implemented in a disciplined fashion. The approach tomanaging baseline changes is based on maintaining an accurate description of the Subprojectbaseline, methodically evaluating proposals to alter it, and maintaining configuration to thetechnical baseline. This will be done by establishing change class levels (levels of approvalauthority) and a project change control board as specified in HNF-MD-008, Baseline ChangeControl (FDH 1997c). This management directive defines the responsibilities and requirementsfor management, administration, and use of the technical, schedule, and cost baseline controlsystems for the Subproject.
Controlled baseline documents will be changed through submittal of change requests thatjustify the proposed changes. Specific baseline change control requirements will be managed inaccordance with Hanford Site change control procedures and established thresholds in accordancewith appropriate procedures from HNF-IP-0842 (Davis 1997).
11.2.1 Technical Baseline Control
A technical baseline has been established for the IHLW Storage Subproject as depicted bythe Subproject WBS and specific WBS activities. A more detailed technical baseline will bedeveloped for each IHLW Storage Subproject line-item project following conceptual design. Thetechnical baseline is the reference set of technical data used in establishing the Subproject and line-item projects. The Subproject technical baseline defines the technical data needs and requirementsand data generation necessary to establish the line-item projects and includes the more detailedtechnical data developed by the line-item project to design, construct, start up, and operate theline-item project interim storage facilities. More specifically, the line-item project technicalbaseline includes functions and requirements, Level 1 process flow diagrams, performancespecifications, interface control documentation, and design packages including specifications anddrawings, quality assurance provisions, safety basis documents, and test and inspectionrequirements.
The PHMC will ensure that configuration management activities and systems engineeringactivities are performed and will maintain definition and control of the line-item project baselineand associated documentation. These activities will be applied to all systems and subsystemsnecessary to achieve all functional requirements and deliver all products to satisfy the integratedtechnical baseline and overall line-item project objectives. At all times during the life of the line-item projects, current configuration will be maintained in orderly and auditable project files.These project files will include, but not be limited to system descriptions, system specifications,conceptual and definitive system designs, system and material inspection reports, test reports,operating and surveillance procedures, and vendor documentation.
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Technical baseline change control will be implemented in HNF-IP-0842 (Davis 1997) inaccordance with direction provided in HNF-MD-029, Site Technical Baseline Change Control(FDH 1997d), and HNF-MD-008.
Appendix D defines the approval authority for changes to the defined technical baseline.
11.2.2 Schedule Baseline Control
The Subproject baseline schedule is reflected in the MYWP.
For each WBS element identified in the Subproject summary WBS, separate detailschedules will be prepared that identify the activities needed to successfully complete that phaseof the Subproject work scope. Each detail schedule will identify the logic ties and interfacesnecessary to coordinate the completion of that phase of the work scope with the other elements ofthe Subproject summary schedule, and will contain sufficient detail to allow integration of alldetail schedules into the Subproject summary schedule.
Schedule control of the Subproject is implemented through critical path schedule analyses(resulting in the identification of schedule float) and establishment of milestones and correctiveactions for schedule variances (determined by Earned Value Methodology). PHMC and itssubcontractors analyze schedule variances and evaluate trends on schedule performance usingacceptable methodologies on their PHMC-approved master schedule. Performance reporting andvariance analyses are reported to the Subproject manager as specified in Section 11.6. Whenvariance analyses reveal problems, the PHMC and its subcontractors ensure that the affectedparticipants take appropriate corrective actions. Changes to the Subproject schedule baseline villbe processed in accordance with HNF-MD-008 and implemented in accordance with theappropriate procedures in HNF-IP-0842.
11.2.3 Cost Baseline
The Subproject cost baseline is the Subproject cost estimate and is established andcontrolled in the MYWP. The cost estimate level of detail is specified in the general guidance firpreparing program plans issued annually by RL and is generally at the activity level. TheSubproject estimate includes contingency as identified in the validated line-item project costestimate. The budget authorization requirement will consider the requirements of contractcommitments and phase funding allowances. Carryover of funds to support the budgetauthorization/budget outlay profile will be required.
Cost control is implemented by the PHMC through corrective action in response to cos*variances reflected in the routine Earned Value analysis of the established cost performancebaseline. The PHMC will prepare estimates to complete for the Subproject and line-item projects,taking into account the cost-performance index. The PHMC and other Subproject contractors
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will prepare, and seek appropriate approval for, documentation of corrective action of costestimate changes that exceed the thresholds established in HNF-MD-008.
The PHMC prime contractor, Fluor Daniel Hanford, has the primary responsibility forpreparing and reporting cost performance data to the DOE Waste Disposal Division (WDD).Significant variances, corresponding variance analyses, and recommended corrective actions willbe included in the report to DOE WDD. The estimates to complete for each Subproject WBSelement will be prepared by the PHMC subcontractors based on the status of the work elementand the cost-performance index, and reported monthly in the PHMC team status review meeting.The estimates to complete will be based on the latest performance data, current assessmentconditions, current and projected pricing factors and rates, and knowledgeable forecasts ofprojected conditions.
Changes to the Project and Subproject cost baselines will be processed through ChangeControl in accordance with established thresholds in accordance with the procedures found inHNF-MD-008. The PHMC will ensure that all Subproject cost estimates and revised estimatesare based on current schedules and that the basis for cost estimates is consistent with thedocumented Subproject scope baseline.
11.3 PERFORMANCE MEASUREMENT AND REPORTING
Earned value methodology will be used to measure performance on this Subproject. EachPHMC contractor and subcontractor will use and maintain internal cost and schedule performancemeasurement information that provides responsible managers with timely, accurate, and objectiveperformance data. Performance will be measured against the MYPP cost estimate and the totalproject cost for the line-item projects.
The line-item projects will submit monthly status information to the Subproject forintegration in their overall reporting documentation. Reporting format and content will complywith DOE Order 4700.1 or equivalent. The Progress Tracking System and the Site ManagementSystem will be used for the monthly reporting. Line-item project reporting will be coordinatedwith the overall Subproject reporting. The line-item project will support the overall Subprojectweekly and monthly planning and other reporting systems and meetings.
11.4 WORK AUTHORIZATION
Overall work authorization occurs by contractual arrangements between the RLcontracting officer and the PHMC. All funding and work scope will be authorized by the DOEContracting Officer. A PHMC internal process will be established to authorize specific projects.
Capital work will be controlled within the Subproject by cost account plans followingproject authorizations from RL. Appropriate work performed by the PHMC architect-engineer(A-E) will be authorized by a letter of instruction.
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11.5 FUNDS MANAGEMENT
Allocation and authorization of funds will come from DOE to the integrating contractorand then to the responsible subcontractor. Control of fiscal year cost will be accomplished inaccordance with financial plan ceilings. Line-item project expense and capital expense not relatedto construction funding that is authorized but not spent (i.e. carry-over) within a fiscal year canremain with the Subproject for use to meet the next fiscal year, capital expense not related toconstruction line-item project needs in accordance with the Subproject's cost, schedule, andtechnical baselines. Uncosted commitments will be carried over as budget outlay.
Cost, commitment, and funding authority information are provided by the PHMC prime .contractor, Fluor Daniel Hanford, in monthly status review meetings, as requested by the DOEWDD. This information is used to keep the DOE WDD and management advised of current costand commitment levels and potential funding impacts in a monthly project report. Controls areestablished to ensure that costs and commitments do not exceed available funding.
11.6 CONTINGENCY MANAGEMENT
Formal contingency will be included for Subproject activities approved as part of avalidated line-item project. Contingency will be included in the IHLW Storage Subprqject as apart of the Subprqject's total project cost. Contingency is intended to cover the costs that mayresult from unforeseen and unpredictable conditions and uncertainties within the defined line-itemproject scope. Contingency analysis will be performed on all line-item project cost estimates todetermine contingency requirements. Contingency will be managed and controlled as identified inSection 11.2.3, "Cost Baseline Control."
11.7 MEETINGS AND REVIEWS
The Subproject will conduct monthly management review meetings (MRM) with DOEWDD. The line-item projects have dedicated MRMs. The Subproject team leader will beresponsible for recording action items, agreements, and commitments resulting from the meeting.Monthly reviews will focus on immediate decisions, critical issues, cost and schedule variancesand assessments, corrective actions, and general status of work in progress. Status data from fiemonthly status report should be used as much as possible. The review is intended to be exceptionoriented and focus on major significant issues that require management decisions.
11.8 PROJECT VALIDATIONS
The line-item projects will be validated in accordance with DOE Order 4700.1 orequivalent and Office of Management and Budget requirements if required by DOE-HQ FacilitiesManagement. An independent review of the design and construction cost estimates will beconducted. The validation will be based on the technical information and cost estimatesdeveloped during conceptual design. The cost estimate review will be held late in FY 1998 for
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FY-1999 through FY-2002 authorizations. A complete validation review will be conductedduring FY 1998 for Project W-464. Validation for the Phase 2 line-item project is scheduled forApril 2007.
11.9 CRITICAL DECISIONS
The first critical decision (CD), CD-I, Authorization to Initiate Conceptual Design, forProject W-464, was delegated by Alvin L. Aim, DOE Assistant Secretary for EnvironmentalManagement to J. D. Wagoner, Manager, RL, who granted the authorization. Future CDs alsoare delegated to the RL manager. CD-2, Authorization to Begin Definitive Design, will begranted by the RL manager. CD-3 is authorization to begin construction activities and CD-4 isauthorization to begin operation.
11.10 EXTERNAL INTERFACE CONTROL
Interface activities between the Subproject and the privatization contractor will beconducted in accordance with ICDs specific to each Phase 1 HLW product. The final ICDs willbe issued by the private contractor; however, the Subproject will have input to it. The finalversion of the ICDs will include concurrence from RL, the PHMC, which includes the IHLWStorage Subproject, and the private contractor. The final version will include procedures, issuesand their mitigation path forward to transfer HLW projects from the private contractors to theinterim storage location and store the products in the CSB.
Interface with federal and state agencies will be controlled in accordance with applicablefederal and state regulations. The regulatory and permitting process is discussed in Chapter 13.
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12.0 ACQUISITION STRATEGY
Conceptual design information and cost estimates developed during the Project W-464conceptual design activity will be used to prepare the Project W-464 PMP. A construction-procurement strategy will be developed during conceptual design and will be used to develop adetailed acquisition strategy that will be included in the PMP. The PMP is described inSection 11.1.2. The primary purpose of the PMP acquisition strategy is to describe line-itemproject acquisition objectives and contracting processes and provide them to line-item projectparticipants for implementation. The PMP acquisition strategy is intended to be a framework forproviding the requirements for lower tier documents to direct implementation, not a detailedroadman for implementation.
The Subproject's intent is that retrofit of the CSB to accommodate Phase 1 HLW will beperformed based on fixed-price, competitive-bid contracts. Long-lead materials, including itemsand components, may be procured by either the line-item project construction manager'ssubcontractors or the PHMC Procurement organization. Contracting for construction will beperformed by the line-item project construction manager.
Facility startup will be planned by a dedicated onsite PHMC organization. Actual startupwill be performed by either an in-house group or a qualified subcontractor under direction of theSubproject.
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13.0 QUALITY, SAFETY, AND ENVIRONMENTAL PROTECTION
Effective quality and environmental safety and health protection programs will beestablished and maintained to ensure a requisite level of quality, safety, and environmentalcompliance in all areas of transportation and CSB design, construction, test evaluation, and wasteform qualification.
13.1 QUALITY ASSURANCE
IHLW Storage Subproject quality assurance activities are currently covered by the TWRSQuality Assurance Program Plan (QAPP) and associated implementing procedures. This programaddresses the requirements of the FDH Quality Assurance Program Description (HNF-MP-599)which is based on 10 CFR 830.120 and DOE Order 5700.6C. 10 CFR 830.120 applies to allactivities involving a nuclear facility and DOE Order 5700.6C applies to the remainder.
The scope of the project Phase 1 line-item is defined as the transportation and interimstorage of immobilized high-activity waste products provided by a private contractor. Interimstorage is to be provided until the product's shipment and ultimate disposal in a federalrepository. (The period of interim storage has not been specifically defined.) This scope limitsthe ability of project and subsequent storage operations. The project can only influence thequality of the immobilized product by confirming, documenting, and enforcing the continuedquality of the private contractor's product. Project W-464 will implement the qualityrequirements to ensure that systems, structures, and components (design features) needed toensure and document product quality are provided and available for use by individuals during theconduct of operations phase of the facility life cycle.
The project quality assurance requirements will be contained in a project-specific QAPP.Operational quality assurance will be provided by existing operational quality assurance plans.
Requirements from HNF-MP-599, Quality Assurance Program Description (FDH 1997e)and applicable implementing procedures will be used as the baseline to produce line-item project-specific QAPP. -The project-specific QAPP will also address requirements from DOE/ER/0333PRev. 7, U.S. Department of Energy Office of Civilian Radioactive Waste Management QualityAssurance Requirements and Description for the Civilian Radioactive Waste ManagementProgram (DOE 1992b) that are appropriate to the Project W-464 scope. These will help thecontractors comply with the requirements for the ultimate transportation and final disposal in thefederal repository. Once the CSB is operational for interim storage of Phase 1 HLW products,the operations contractor will modify their QAPP to include the RW-0333P requirements.
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13.2 NUCLEAR SAFETY ACTIVITIES AND AUTHORIZATION BASIS PROCESS
This section covers the tasks needed to support the project activities to design andconstruct a facility that can be operated safely to protect the health of the public and the workersand preserve the environment.
The following discussion provides the approach to be used to implement the ProjectSafety Program based on implementation of HNF-PRO-430, Rev. 0, Safety Analysis Program(FDH 1997f) and HNF-PRO-705, Rev. 0, Safety Basis Planning, Documentation, Review, andApproval, in accordance with applicable DOE orders, standards, and policies, as well as HanfordSite-specific guidelines and work procedures.
13.2.1 Nuclear Safety Activities
A comprehensive, graded approach to safety is being developed for the Subproject. Thisapproach will integrate the appropriate level of safety analysis and review process in order toprovide the project with a continuous flow of safety inputs and requirements into the Subproje'rt'stechnical, cost, and schedule baselines throughout the project life cycle. The approach will beimplemented by establishing or performing the following activities.
Preliminary safety evaluation (PSE) studies will be performed during theconceptual design stage (i.e., facility hazard categorization, preliminary hazardanalysis, bounding accident scenario analysis and unmitigated consequencesevaluations). These studies are expected to establish a set of safety functions tc befurther analyzed and tracked during the preliminary and definitive design phase.The PSE studies will be documented by a preliminary safety evaluation report aspart of the conceptual design report budget validation package. The primaryobjective of the PSE is to identify significant safety functions to support criticaldesign report budget validation and to establish the safety basis for follow-onproject phases. The PSE will not be submitted to DOE as an Authorization Bas;sdocument requiring a 3 Tier review. However, if the PSE contains a FacilityHazard Categorization, then it will be required to be DOE approved percompliance with DOE Order 5480.23 and 5481. IB as Facility HazardCategorization constitutes a safety basis.
Detailed safety analysis will be performed as necessary, depending on the PSEresults (i.e., items needing further analysis), throughout the preliminary anddetailed design phases. These studies will be used to establish the basis of thepreliminary safety analysis report to be submitted to DOE approval before the startof procurement and construction.
• Safety requirements will be addressed in the project design package using thesafety equipment list, specific procurement requirements, and specific testingduring start up.
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Engineering task plans will be prepared to identify specific activities before work begins. PSE andpreliminary safety analysis report will undergo a Tier 1 PHMC functional review and anaccelerated DOE review for approval (one Tier instead of two). The 3 Tiers review process willbe reserved for the final Authorization Basis package to be approved for operation (see section13.4.2).
13.2.2 Authorization Basis Documentation and Approval Process
The safety process will be implemented in accordance with PHMC guidance onimplementation of the authorization basis (Davis 1997). A safety plan (Safety Basis CriteriaDocument) will be developed in FY 1998 to present the overall nuclear safety documentationdevelopment, integration and approval in accordance with HNF-PRO-705 requirements.
13.2.2.1 Program Level. The current TWRS authorization basis for the Hanford Site (TWRSbasis for interim operations and future TWRS final safety analysis report [FSAR]) does notinclude Project W-464 and future Phase 2IHLW interim storage facility line-item projects. Anintegrated authorization basis will be developed to address this line-item project and any interfaceswith other Site projects or private contractors.
The baseline for the new integrated authorization basis will be a DOE approved FSARaddendum to the coming up TWRS FSAR (top-level up-front document assuming that the TWRSFSAR will be approved at this time, otherwise it would become an addendum to the TWRS basisfor interim operations) that addresses the following issues for both the IHLW (Subproject W-464)and ILAW storage (Subproject W-465) and disposal (Subprojeet W-520):
• Site characteristics and natural phenomena data (boundaries, demography,climatology, meteorology, geology, etc), which will rely on the existing approvedTWRS Authorization Basis
• Overall vitrified waste management strategy among the Hanford Site(transportation, interim storage, and disposal)
• IHLW and ILAW products description (i.e, radioactive material inventory,conditioning process, general characteristics, and certification)
• Interim storage and disposal facilities general description and purpose
• Overall hazard identification and control strategy (i.e, bounding potentialscenarios including criticality, external exposure, heat removal, and canister drop)
• General nuclear safety functions that must be maintained
• Identification and discussion of applicable DOE, State, and Federal rules andrequirements
• Interfaces with other Site projects and private contractor facilities
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• Site transportation basis (tracks, requirements, procedures, shipping and caskmaintenance)
• Operational safety basis and organization (should refer to the existing TWRS andSNF health and safety plan)
This TWRS FSAR addendum will form the basis for developing the line-item projectSARs. The FSAR will be updated as the line-item project safety analysis reports are developedand specifically approved for each facility operation.
13.2.2.2 Subproject Level. For Project W-464, the strategy is to develop an addendum to theSpent Nuclear Fuel Canister Storage Building (SNF-CSB) FSAR prepared by Project W-379.The current schedule for completion of this FSAR is by October 1998. The addendum to bedeveloped to cover the IHLW interim storage will follow the existing CSB safety analysis reportformat and reflect only those activities specific to the IHLW storage mission. In addition, theaddendum will identify interfaces with Project W-379 for design features, analysis, requirement',and controls specific to the IHLW mission. The IHLW-specific Technical Safety Requirements(TSRs) and controls will be managed as part of the CSB safety basis.
Transportation of Immobilized High-Level Waste. This includes the transportation ofradioactive materials within Hanford Site boundaries. These areas are not accessible to the publicand are not subject to U.S. Department of Transportation regulations. Transportation andpackaging operations are authorized and controlled by contractor-approved procedures and safetyevaluations.
The strategy for IHLW products packaging and transportation operations is addressed inHNF-SD-ENV-EE-002, Rev. 0, Permitting Plan for the High-level Waste Interim Storage(DefFenbaugh 1997). The permitting plan identifies the activities needed to conduct the designand safety evaluations in the onsite transportation program as described in WHC-CM-2-14,Hazardous Material Packaging and Shipping.
13.2.3 Safety Activity Schedule
At of TWRS Storage and Disposal Project W-464 safety-related tasks, task duration, andperforming organizations is provided in Table 6. The tasks and associated information(i.e., schedule, organizations) will be identified in more detail in the specific engineering task pi \nsonce the results of the PSE are known. Safety basis documentation development and theProject W-464 safety activity are identified in WBS No. 1.1.3.4.02.03.08.09, W-464 Safety (sesFigure 6).
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Table 6. Safety-Related Activities.
Tasks Responsible andPerforming
Organizations
Observations/Project Stages DOE approval required
W-464
Preliminary SafetyEvaluation
Prepare safety plan
Preliminary TWRSFSAR addendumdevelopment
Update and finalTWRS FSARaddendum
Engineering Task Planfor development of aPSAR
Development andDOE approval of aPSAR
Development oftransportation criteriarelated to safety
SARP
USQ screening
Development andapproval of aFSAR
TWRS NS&L
TWRSNS&L,OPSS
TWRSNS&L,SA
TWRSNS&L,SA
TWRSNS&L,OPSS
TWRSNS&L,SA and OPSS
TWRSNS&L,OPSS and WMH
TWRSNS&L,OPSS, andWMH
TWRSNS&L,OPSS
TWRSNS&L,SA, and OPSS
Conceptual design
Advance conceptual designand congress budget cycle
Basis for low- and high-activity PSAR/FSARdevelopment - detaileddesign
Facility construction.Updates witli separatefacilities FSARs addendums(Grout Treatment Facilityand SNF CSB)
Mobilization for detaileddesign
Detailed design and beforestart of procurement
Procurement specificationsfor trucks and casks
Detailed design,construction, and coldtesting
Check that constructionactivities are covered bycurrent AB
Construction and inactivetesting
Validation as part of theconceptual designreport - Facility HazardCategorization needs tobe approved
Approval perHNF-PRO-705
No
Tier 3 review if for eachfacility separate safety •basis documentation foroperation
No
Authorization to startprocurement
No
Yes
No
Yes
Tier review
1
X
X
X
X
X
X
X
2
X
X
X
X
X
X
3
(x)
00
(x)
(x)
X
X
(x) Tier 3 review is assumed to be reserved to the specific facility Safety Basis Documentation required to authorizeoperation
AB = authorization basisCSB = Canister Storage BuildingDOE = U.S. Department of EnergyFSAR = final safety analysis reportNS&L = Nuclear Safety and LicensingOPSS = Operation and Project Safety Support
PSAR = preliminary safety analysis reportSA = Safety AnalysisSARP = Safety Analysis Report for PackagingSNF = Spent Nuclear FuelTWRS = Tank Waste Remediation SystemWMF = Waste Management Federal Services Hanford
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13.2.4 Safety References
HNF-PRO-430, Rev. 0, Safety Analysis Program (FDH 1997f), based on thefollowing orders, standards, and policies:
DOE 5480.21, Unreviewed Safety Questions (DOE 1992c)
DOE 5480.22, Technical Safety Requirements (DOE 1992d)
DOE 5480.23, Nuclear Safety Analysis Reports (DOE 1992e), andDOE-STD-3009-94, Hazard Categorization and Accident AnalysisTechniques for Compliance with DOE Order 5480.23
DOE-STD-3009-94 and 3011-94, Guidance for Preparation of NuclearFacility Safety Analysis Reports, Technical Safety Requirements and SA RImplementation Plans
DOE 5481. IB, Safety Analysis and Review Systems (DOE 1987)
DOE 6430.1A, General Design Criteria (DOE 1989)
SEH-35-91, DOE Nuclear Safety Policy (DOE 1991)
DOE-STD-1027-92, Hazard Categorization and Accident AnalysisTechniques for Compliance with DOE 5480.23
DOE-EM-STD-5502-94, Hazard Baseline Documentation
Lockheed Martin Hanford Company Manual HNF-IP-0842, Volume IV,Authorization Basis Amendment Process (Davis 1997)
HNF-SD-ENV-EE-002, Rev. 0, Permitting Plan for the High-Level InterimStorage Project (Deffenbaugh 1997)
WHC-CM-2-14, Hazardous Material Packaging and Shipping.
HNF-PRO-705, Rev.0, Safety Planning, Documentation, Review and Approval(FDH 1997g)
HNF-SD-BIO-001, Rev.0, Tank Waste Remediation System Basis for InterimOperation (LMHC 1997a)
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HNF-17Sl,Rev. 0
13.3 ENVIRONMENTAL MANAGEMENT
The environmental protection program for the Subproject, the TWRS EnvironmentalProgram Plan for M&J Contractor Work Scope in Support of TWRS Phase IB Privatization,HNF-1773, Rev. 0 (LMHC 1997b), will be followed to ensure that all Subproject activities arecarried out in compliance with federal, state, and local regulations, laws, and standards for theprotection of the environment and the safety and health of employees and the public. Regulatingagencies will be kept informed of Subproject plans and major activities.
The Subprqject and line-item projects will cooperate with DOE and other federal, state,and local agencies and stakeholders, as appropriate, to ensure that their activities comply withenvironmental protection regulations and requirements. The necessary environmental permits andapprovals will be procured at the appropriate times. Regulatory integration and publicinvolvement are the responsibility of the PHMC organization charged with coordinatingregulatory requirements and activities for the Subproject.
An environmental requirements checklist and a permitting plan are required for both thePhase 1 and Phase 2 line-item projects. The environmental requirements checklist documents theTWRS Environmental Compliance organization's evaluation of the required environmentalpermits, approvals, and other documentation necessary for the project and lists the contact personfor each requirement. The permitting plans address environmental permitting requirements for thetransportation and interim storage of HLW produced during Phases 1 and 2 of the privatizationeffort. An environmental requirements checklist and permitting plan have been prepared forProject W-464 (Deffenbaugh 1996). The permitting activities identified in the Project W-464Permitting Plan (Deffenbaugh 1997) are included in the IHLW Storage Subproject portion of theTWRS MYWP (LMHC 1997c). Important permitting activities are summarized in the Subprojectactivities schedule (Appendix E). For each applicable regulation, the permitting plan provides thefollowing: a summary of data requirements, a discussion of alternatives, a recommendedimplementation strategy, and an estimated cost of implementing the recommended alternative.
The applicable environmental regulations identified in the Project W-464 permitting planare as follows:
NEPA, 42 United States Code (USC) 4321, et seq., which was enacted to ensurethat environmental matters are considered before federal actions are initiated thatmight affect the quality of the human environment.
"State Environmental Policy Act of 1971" (SEPA), Chapter 43.21C, Revised Codeof Washington, which is the Washington State equivalent of NEPA and isconsidered implementing regulations.
• RCRA, 42 USC 6901, which was enacted as a comprehensive program to mandatethat hazardous waste be treated, stored, and disposed of so as to minimize thepresent and future threat to human health and the environment.
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"Dangerous Waste Regulations," WAC 173-303, as amended, 1996, which is theWashington State equivalent to RCRA and are considered implementingregulations.
Federal Clean Air Act of 1970, 42.USC 7401 et seq., as amended in 1977, andoverhauled and expanded in 1990. This act protects the public health and welfarethrough operations management, emissions control, and monitoring.
Hazardous Material Packaging and Shipping, WHC-CM-2-14, which documentsthe PHMC onsite transportation safety program.
General Environmental Protection Program, DOE Order 5400.1 (DOE 1988) andRadiation Protection of the Public and the Environment, DOE Order 5400.5(DOE 1993a). These documents require that monitoring be performed todetermine any impact on the environment from activities that involve potentialemission of radionuclides.
Carry-Over Compliance Responsibilities
One of the proposed DOE product acceptance requirements for the Phase 1 HLWproducts is that the PHMC Team provide supplemental compliance basis information about eachHLW product canister during Phase 1 onsite transportation and onsite interim storage. Thisrequirement is based on RL's and the DOE Office of Environmental Management's (EM)intention to comply with the DOE Office of Civilian Radioactive Waste Management's (RW)acceptance requirements. The acceptance requirement were established for two versions of avitrified HLW disposal product design that EM proposed and RW approved. RW calls suchapproved designs, "standard form" products; RL and EM have adopted them as IHLW Produc1
candidates for Phase 1. The Phase 1 proposed non-routine high-level solid waste also is intendedfor disposal by the federal repository program (RW); however, because the specific designs arestill being developed, RW has not defined the product acceptance requirements yet. The cesium-intermediate waste product is currently intended for further onsite processing to incorporate th?cesium into a disposal product. Consequently, the product design description and the proposedPhase 1 DOE (Hanford Site) product acceptance requirements so far only cover the "intermediateproduct" concept.
The PHMC team will produce whatever types of documentation that DOE decides itneeds to allow the PHMC team to implement its Phase 1 tasks and to support follow-on DOEdisposal actions (i.e., RL and EM negotiations with RW) for Phase 1 HLW Products. Currently,the PHMC Team is assuming that such supplemental compliance documentation will include atleast the following types of documentation, as indicated by the following RW/WA-SRDrequirements (DOE-RW 1996).
• A document will be provided that contains the compliance approach that thePHMC team proposes to use for each applicable Phase 1 DOE product acceptancerequirement.
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HNF-1751,Rev. 0
A document will be provided that contains evidence (e.g., analyses, test results,etc.) confirming that the proposed compliance approach is capable of meeting eachsuch requirement.
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HNF-1751,Rev. 0
14.0 TEST AND EVALUATION PLAN
A test and evaluation program based on systems engineering principles will beimplemented on the Phase 1IHLW Storage Subproject to ensure that the completed facility andinstalled systems meet the performance specifications. Detailed test plans, specifications, andprocedures will be prepared, approved, controlled, and maintained in accordance with therequirements of this project plan and subsequent PMPs. These test plans or specifications andprocedures will address testing requirements for plant systems, subsystems, and individual piecesof equipment. The test planning and scheduling will coordinate development testing with designand plant testing with plans for construction, turnover, and startup. The Subproject testingactivities include construction and preoperational and operational testing.
Construction Testing. The Phase 1 Subprqject startup program is an engineered multiphasesequence of activities culminating in successful startup and initial operation of the CSB retrofit toaccommodate HLW interim storage. Startup activities physically begin during constructionacceptance testing, continue with preoperational testing, and are completed during operationaltesting. These startup activities will be detailed in the CSB IHLW Storage Subproject startupplan.
Construction Acceptance Testing. Construction testing activities are factory acceptance test'and construction acceptance tests that demonstrate compliance with procurement andconstruction specifications. Satisfactory completion of these tests is required to allow transitioninto startup testing activities, which are preoperational and operational testing.
The A-E will prepare test requirements and acceptance criteria for factory acceptance testsand construction acceptance tests for inclusion in procurement and construction specifications.Detailed test plans and/or acceptance test procedures may be prepared by the A-E, constructioncontractor, vendors, or subcontractors in accordance with requirements of procurement andconstruction specifications and vendor data. These detailed test plans and/or acceptance testprocedures will be reviewed and approved by the A-E and PHMC. The factory acceptance tes'sand construction acceptance tests will be performed by the responsible organization (i.e., theconstruction contractor, vendor, or subcontractor). The tests will be witnessed by DOE WDDand the PHMC as required to ensure that test requirements are met. The test data will beincluded in the structures, systems, and components (SSC) turnover package.
The construction acceptance tests culminate with turnover of individual SSC segments toPHMC for preoperational testing. The scope of each SSC segment and its turnover sequence willbe determined by the PHMC. All test data and reports will be transferred to the PHMC alongwith the SSC segment. The construction contractor is responsible for controlling the vendor andconstruction test data until that time. Information copies of the vendor data will be provided tothe PHMC as requested to support preoperational testing.
Although Startup is not responsible for acceptance testing, it may take administrativecontrol of equipment and portions of systems before completion of acceptance testing to beginpreoperational testing to meet Subproject milestones. Maintaining custody control while allowing
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HNF-1751,Rev. 0
both acceptance testing and preoperational testing to proceed simultaneously is done by the use ofa "blue tag" system, which passes jurisdictional control of the SSC, or a portion of the SSC, toStartup.
Preoperational Testing. Preoperational testing is performed on individual segments of the SSCto demonstrate that plant systems or subsystems perform as designed. The A-E will prepare testspecifications for preoperational tests. The test specifications will contain test requirements andacceptance criteria. The Subproject Startup organization will use these specifications to preparetest procedures that provide instructions for conducting the tests. The procedures will bereviewed and approved by the Subproject Test Review Board before testing. The Startupadministrative procedures manual, which will provide the requirements and guidance forpreoperational testing activities, will be prepared by the Subproject Startup organization andapproved by the Test Review Board.
Operational Testing. Operational testing is performed to demonstrate integration of the entirefacility. Systems are brought on line and operated under anticipated standard operatingconditions and off-normal conditions using simulated, non-radioactive HLW canisters.Operational testing is performed using the actual plant equipment, operating procedures, andpersonnel. To ensure correct performance of the operational testing, all testing activities will beperformed in accordance with the requirements of detailed test procedures. These procedures willbe prepared by the Subproject Startup organization and approved by the Subprojea Test ReviewBoard. Operational testing will be planned and scheduled to follow completion of preoperationaltesting.
Dry-Run Demonstrations. A dry-run phase will follow completion of CSB preoperationaltesting to demonstrate that operators, procedures, and CSB equipment are in a final satisfactorystate of readiness to safely and efficiently receive, handle, and store hot HLW canisters. The dryruns will be performed as part of the readiness review process and culminate with receipt of KeyDecision 4 from DOE to commence receipt of hot HLW canisters.
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HNF-1751,Rev. 0
15.0 REFERENCES
10 CFR 830.120, "Quality Assurance Requirements," Code of Federal Regulations, as amended.
Ashley, D. J., 1997, Subcontract Number 80232764-9-K001; Tank Waste Remediation SystemHigh-Level Waste Canister, Correspondence Number FDH-9758282A, memo toL. E. Hall, Lockheed Martin Hanford Company, dated September IS, 1997, Fluor DanhlHanford Company, Richland, Washington.
Calmus, R. B., 1996a, Design Requirements Document/or Interim Storage Phase I Solidificationof High-Level Waste, WHC-SD-WM-DRD-012, Rev. 0, Westinghouse HanfordCompany, Richland, Washington.
Calmus, R. B., 1996b, HLWInterim Storage Architecture Selection - Decision Report,WHC-SD-WM-TA-183, Rev. 0, Westinghouse Hanford Company, Richland, Washington.
Claghorn, R. D., 1991, Decision Document for the Final Disposition of Cesium and StrontiumCapsules, HNF-SD-WM-RPT-294, Revision 0, Numatec Hanford Corporation, Richland,Washington.
Davis, J. S., 1997, Authorization Basis Amendment Process, HNF-IP-0842, Volume IV,Lockheed Martin Hanford Company, Richland, Washington.
Defienbaugh, M. L., 1996, Checklist for the High-Level Waste Storage Project Canister StorageBuilding, letter from TWRS Environmental Compliance to HLW IS Subprqject,Correspondence No. 70100-96-004, dated November 4, 1996, Lockheed Martin HanfordCompany, Richland, Washington.
Deffenbaugh, M. L., 1997, Permitting Plan for the High-Level Waste Interim Storage Project,HNF-SD-ENV-EE-002, Rev.0, Lockheed Martin Hanford Company, RichlandWashington.
DOE, 1987, Safety Analysis and Review Systems, DOE Order 5481. IB, U. S. Department ofEnergy, Washington, D.C.
DOE, 1988, General Environmental Protection Program, DOE Order 5400.1, U.S. Departmeitof Energy, Washington, D.C.
DOE, 1989, General Design Criteria, DOE Order 6430.1A, U.S. Department of Energy,Washington, D.C.
DOE, 1991, DOE Nuclear Safety Policy, SEN-35-91, U.S. Department of Energy,Washington, D.C.
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HNF-1751,Rev. 0
DOE, 1992a, Project Management System, DOE Order 4700.1, U.S. Department ofEnergy,Washington, D.C.
DOE, 1992b, U.S. Department ofEnergy Office of Civilian Radioactive Waste ManagementQuality Assurance Requirements and Description for the Civilian Radioactive WasteManagement Program, DOE-RW-0333P, Rev. 7, U.S. Department ofEnergy,Washington, D.C.
DOE, 1992c, Unreviewed Safety Questions, DOE 5480.21, U.S. Department ofEnergy,Washington, D.C.
DOE, 1992d, Technical Safety Requirements, DOE 5480.22, U.S. Department ofEnergy,Washington, D.C.
DOE, 1992e, Nuclear Safety Analysis Reports, DOE 5480.23, U.S. Department ofEnergy,Washington, D.C.
DOE, 1992f, Hazard Categorization and Accident Analysis Techniques for Compliance withDOE 5480.23, DOE-STD-1027-92, U.S. Department ofEnergy, Washington, D.C.
DOE, 1992, Technical Safety Requirements, DOE Order 5480.22, U.S. Department ofEnergy,Washington, D.C.
DOE, 1992, Nuclear Safety Analysis Reports, DOE Order 5480.23, U.S. Department ofEnergy,Washington, D.C.
DOE, 1993, Radiation Protection of the Public and the Environment, DOE Order 5400.5,U.S. Department ofEnergy, Washington, D.C.
DOE, 1993, Startup andRestart of Nuclear Facilities Operational Readiness Review andReadiness Assessments, U.S. Department ofEnergy, Washington, D.C.
DOE, 1994, Hazard Baseline Documentation, DOE-EM-STD-5502-94, U.S. Department ofEnergy, Washington, D.C.
DOE, 1994, Hazard Categorization and Accident Analysis Techniques for Compliance withDOE Order5480.23, DOE-STD-3 009-94, U.S. Department of Energy, Washington, D.C.
DOE, 1994, Guidance for Preparation of Nuclear Facility Safety Analysis Reports, TechnicalSafety Requirements and SAR Implementation Plans, DOE-STD-3011-94,U.S. Department ofEnergy, Washington, D.C.
DOE, 1995, K Basins Spent Nuclear Fuel Project -Regulatory Policy, May, 1995 (draft),U.S. Department ofEnergy, Washington, D.C.
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HNF-1751,Rev. 0
DOE-RW, 1996, Waste Acceptance System Requirements Document (WASRD),WASRD.DOE/RW-0351P, Rev. 2, U.S. Department of Energy, Office of CivilianRadioactive Waste Management, Washington, D.C.
Ecology, EPA, and DOE, 1996, Hanford Federal Facility Agreement and Consent Order, asamended, Washington State Department of Ecology, U.S. Environmental ProtectionAgency, and U.S. Department of Energy, Richland Operations Office, Olympia,Washington.
FDH, 1997a, Project Management System, HNF-PRO-563, Fluor Daniel Hanford, Inc, Richland,Washington, Internet address: http://docs.rl.gov/phpp/pro-S63.htm.
FDH, 1997b, PHMC Contract DE-AC06-96RL3200 Configuration Management Plan,HNF-MP-013, Rev. 0, Fluor Daniel Hanford, Inc., Richland, Washington, Internetaddress: http://docs.rl.gov/phpp/index/mp-013rO.htm.
FDH, 1997c, Baseline Change Control, HNF-MD-008, Fluor Daniel Hanford, Inc., Richland,Washington, Internet address: http://docs.rl.gov/phpp/MP-008rO.htm.
FDH, 1997d, Site Technical Baseline Change Control, HNF-MD-029, Fluor Daniel Hanford,Inc., Richland, Washington, Internet address: http://docs.rl.gov/phpp/md-029rO.htm.
FDH, 1997e, Quality Assurance Program Description, HNF-MP-599, Fluor Daniel Hanford,Inc., Richland, Washington, Internet address: http://docs.rl.gov/phpp/mp-599rO.htm.
FDH, 1997f, Safety Analysis Program, HNF-PRO-430, Fluor Daniel Hanford, Inc., Richland,Washington, Internet address: http://docs.rl.gov/phpp/pro-430rO.htm.
FDH, 1997g, Safety Planning, Documentation, Review and Approval, HNF-PRO-705, Rev.O,Fluor Daniel Hanford, Inc., Richland, Washington, Internet address:http://docs.rl.gov/phpp/pro-705rO.htm.
Federal CleanAir Act ofl970, 42 USC 7401 et. seq., as amended.
Grier, G. W., S. A. Byers, L. Bibb, 1997, Quality Assurance Program Description,HNF-MP-599, Fluor Daniel Hanford Company, Richland, Washington.
Hansen, C. A., 1996, Memorandum of Agreement (M0A) - Utilization of Canister StorageBuilding (CSB) Vaults 2 and 3 for Immobilized High-Level Waste,SFD: KMS/96-SFD-104, DOE, memorandum to Jackson Kinzer, Assistant Manager,Office of Tank Waste Remediation System dated April 18, 1996, U.S. Department ofEnergy, Richland Operations Office, Richland, Washington.
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Jacobs, E. R., 1996a, Canister Storage Building (CSB) High-Level Waste (HLW) ImplementationStudy, letter to J. J. Jones, Westinghouse Hanford Company, WHCP.O. TAA-SBW-400584, Fluor Daniel Contract 80455300, CorrespondenceNo. FKF-034, dated May 13, 1996, Fluor Daniel, Inc. Irvine, California.
Jacobs, E. R., 1996b, Final CSB High-Level Waste Supplemental Report, letter to J. J. Jones,Westinghouse Hanford Company, WHC purchase order TAA-SBW-400584, Fluor DanielContract 80455300, Correspondence No. FRF049 dated September 19, 1996, FluorDaniel, Inc., Irvine, California.
Knutson,B., 1995, Tank Waste Remediation System Mission Analysis,WHC-SD-WM-MAR-008, Rev. 0, Westinghouse Hanford Company, Richland,Washington.
Kupfer, M. J., A. L. Boldt, B. A. Higley, K. M. Hodgson, L. W. Shelton, B. C. Simpson,R. A. Watrous, M. D. LeClair, G. L. Borsheim, R. T. Winward, R. M. Orme,N. G. Colton, S. L. Lambert, D. E. Place, and W. W. Schulz, 1997, Standard Inventoriesof Chemicals and Radionuclides in Hanford Site Tank Wastes, HNF-SD-WM-TI-740,Rev. 0, Lockheed Martin Hanford Corporation, Richland, Washington.
LMHC, 1996, Tank Waste Remediation System Function and Requirements,WHC-SD-WM-FRD-020, Rev. 0, Lockheed Martin Hanford Corp., Richland,Washington.
LMHC, 1997a, Rev.0, Tank Waste Remediation System Basis for Interim Operation,HNF-SD-BIO-001, Lockheed Martin Hanford Corporation, Richland, Washington.
LMHC, 1997b, TWRS Environmental Program Plan for MM Contractor Work Scope in Supportof TWRSPhase IB Privatization, HNF-1773, Rev. 0, Lockheed Martin HanfordCorporation, Richland, Washington.
LMHC, 1997c, Tank Waste Remediation System Fiscal Year 1998 WorkPlan-WBS 1.1,HNF-SP-1230, Rev. 0, Lockheed Martin Hanford Corp., Richland, Washington
Murkowski, R. J., 1995, Storage and Disposal Project Risk Management Plan, CorrespondenceNo. 73300-95-011, Letter 47 to J. D. Thompson, U.S. Department of Energy, datedDecember 29, 1995, Westinghouse Hanford Company, Richland, Washington.
National Environmental Policy Act of 1969,42 USC 4321, et seq.
Numatec, 1997, Decision Document for the Final Disposition of Cesium and StrontiumCapsules, HNF-SD-WM-RPT-294, Rev. 0, Numatec Hanford Corporation, Richland,.Washington.
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Peck, L. G., 1996, Tank Waste Remediation System Systems Engineering Management Plan,WHC-SD-WM-SEMP-002, Rev. 0, Westinghouse Hanford Company, Richland,Washington.
Resource Conservation and Recovery Act of 1976, 42 USC 6901, et seq.
RL, 1996a, TWRS Privatization Contract No. DE-RP06-96RL13308, contract with BritishNuclear Fuels Ltd., U.S. Department of Energy, Richland Operations Office, Richland,Washington.
RL, 1996b, TWRS Privatization Contract No. DE-RP06-96RL13309, contract with LockheedMartin Advanced Environmental Systems, U.S. Department of Energy, RichlandOperations Office, Richland, Washington.
"State Environmental Policy Act of 1971" (SEPA), Chapter 43.21C, Revised Code ofWashington.
Taylor, W. J., 1997, Contract Number DE-AC06-96-RL13200 - Decision Document for theFinal Disposition of Cesium and Strontium Capsules, HNF-SD-WM-294, Rev. 0,,Correspondence No. 97-WDD-058A, Letter to H. I Hatch, Fluor Daniel Hanford Inc.,dated April 1997, U.S. Department of Energy, Richland Operations Office, Richland,Washington.
WAC-173-303, "Dangerous Waste Regulations," Washington Administrative Code, as amended.
Wagoner, I D . , 1996, TWRS Privatization Request for Proposals, Solicitation NumberDE-RPOG-96RL13308, (February 1996) U.S. Department of Energy, RichlandOperations Office, Richland, Washington.
WHC, 1995, Tank Waste Remediation System Fiscal Year 1996 Multi-Year Work Plan -WBS 1.1, WHC-SP-1101, Westinghouse Hanford Company, Richland, Washington.
WHC-CM-2-14, Hazardous Materials Packaging and Shipping, Westinghouse HanfordCompany, Richland, Washington.
WHC-CM-6-2, Project Management, Westinghouse Hanford Company, Richland,Washington.
WHC-CM-6-12, Project Procedures, Westinghouse Hanford Company, Richland,Washington.
WHC-CM-7-5, Environmental Compliance, Westinghouse Hanford Company, Richland,Washington.
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Wodrich, D. D., W. T. Alumkal, H. Babad, G. L. Dunford, and J. O. Honeyman, 1995, TankWaste Remediation System: An Update, WHC-SA-2623-FP, presented at WasteManagement 1995, February 26-March 2, 1995, Tucson, Arizona.
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APPENDIX A
CROSS-CHECK MATRIX OF PLAN ELEMENTS
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HNF-1751,Rev. 0
APPENDIX A
CROSS-CHECK MATRIX OF PLAN ELEMENTS
In Section 11.5 of tins Hanford Federal Facility Agreement and Consent Order1
(Tri-Party Agreement) as modified on December 31, 1996, the Washington State Department ofEcology requested that certain elements be included in project management plans. Table A-l isthe road map showing where these elements are located in this document.
Table A-1. Cross-Check Road Map Between the Tri-Party Agreementand the Subproject.
Required Elements
1. Project Goals and Objectives
2. Project background
2.1 Waste stream physical information(inventories etc.)
2.2 Discussion of current commercialactivities
Location in Document
Sec. 2.0 Hanford Site Mission and Objectives
Sec. 3.0 Mission and Objective of the IHLWStorage Subproject
Sec. 5.0 Program/Project Background
Sec. 4.2 General Characteristics of TankWaste and Vitrification Feedsto be Processed
Sec 4.3 Projected Inventories for HLWProducts (Phase I and II)
App B Immobilized High-Level WasteStorage Subproject High-LevelWaste Inventory and CompositionBasis
Sec 5.1 Options for Government andCommercial Activities and ConceptSelection and Implementation
'Ecology, EPA, and DOE, 1996, Hanford Federal Facility Agreement and Consent Order, asamended, Washington State Department of Ecology, U.S. Environmental ProtectionAgency, and U.S. Department of Energy, Olympia, Washington.
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Table A-1. Cross-Check Road Map Between the Tri-Party Agreementand the Subproject.
Required Elements
2.3 Discussion of component and streamstability
2.4 Summary of earlier evaluation/disposition options for each wastestream
2.5 Applicable regulatory requirementsand impacts to project.
3. Project scope
3.1 Description of facilities
Location in Document
Sec 4.2 General Characteristics of TankWaste and Vitrification Feedsto be Processed
Sec 4.3 Projected Inventories for HLWProducts
Sec 5.1 Options for Government andCommercial Activities and ConceptSelection and Implementation
Sec 5.1 Options for Government andCommercial Activities and ConceptSelection and Implementation
Sec 13.0 Quality, Safety, and EnvironmentalProtection
Sec 4.0 Scope of IHLW Storage Subprojec*
Sec 4.1 Facility Description
Sec 5.0 Program/Project Background
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Table A-l. Cross-Check Road Map Between the Tri-Party Agreementand the Subproject.
Required Elements
3.2 Description of planned approach
3.3 Top-level WBS with WBS dictionary
3.4 Projected TSD capability withperformance requirements andprojected capacity needs.
4. Project constraints with Tri-PartyAgreement milestones and externallyestablished schedule requirements.
5. Schedule and critical-path analysis
Location in Document
Sec 3.0 Mission and Objectives of the THLWStorage Subproject
Sec 4.0 Scope of IHLW Storage Subproject
Sec 5.3 Additional CSB and TransportationSystem Features
Sect 6.0 Line-Item Project ManagementApproach
Sec 7.0 Project-Controlling Milestones andCritical Activities Schedule
Sec 9.0 Programmatic Risk Assessment
Sec 11.1.3 System Engineering Management
Sec 12.0 Acquisition Strategy
Sec 13.0 Quality, Safety, and EnvironmentalProtection
Sec 14.0 Test and Evaluation Plan
Sec 4.4 Top-Level Work BreakdownStructure
Sec 11.1.1 Work Breakdown Structure
AppC TWRS WBS Dictionary Level 5
Sec 3.0 Mission and Objectives of IHLWStorage Subprqject
Sec 7.0 Project-Controlling Milestonesand Critical Activities Schedule
Sec 9.0 Programmatic Risk Assessment
Sec 7.0 Project-Controlling Milestones andCritical Activities Schedule
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Table A-l. Crpss-Check Road Map Between the Tri-Party Agreementand the Subproject.
6.
7.
8.
8.1
8.2
9.
Required Elements
Key deliverables and products plusperformance parameters.
Performance measurement: specificperformance measures.
Project control
Project interface control
Reporting and notificationRequirements.
Change management: change controlrequirements
Location in Document
Sec 7.0 Project-Controlling Milestonesand Critical Activities Schedule
Sec 11.0 Project Management andControl
Sec 7.0 Project-Controlling Milestones andCritical Activities Schedule
Sec 11.3 Performance Measurement andReporting
Sec 11.0 Project Management and Control
Sec 11.10 External Interface Control
Sec 11.3 Performance Measurement andReporting
Sec 11.2 Baseline Management and Control
CSB = Container Storage BuildingHLW = high-level wasteIHLW = immobilized high-level wasteTri-PartyAgreement = Hanford Federal Facility Agreement and Consent OrderTSD = treatment, storage, and disposalTWRS = Tank Waste Remediation SystemWBS = work breakdown structure
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HNF-1751,Rev. 0
APPENDIX B
IMMOBILIZED HIGH-LEVEL WASTE STORAGE SUBPROJECTHIGH-LEVEL WASTE INVENTORY AND COMPOSITION BASIS
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APPENDIX B
IMMOBILIZED HIGH-LEVEL WASTE STORAGE SUBPROJECTHIGH-LEVEL WASTE INVENTORY AND COMPOSITION BASIS
Phase 1 - Immobilized High-Level Waste
The estimated chemical and radionudide compositions, respectively, of the Phase 1immobilized high-level waste (IHLW) (glass) are provided in the Phase 1 contract. These valuesare based on HLW feed composition estimates developed for the Phase 1 tank waste (Manuel ..1996).
As specified in the Phase 1 contract, the minimum order quantity is 245 MT (metric tons)of non-volatile oxide (excluding silicon and sodium) minimum average non-volatile oxide loadingin glass is 25%, glass density is 2.64 MT/m3 and the 4.5 m canister glass-fill volume is 1.05 m3 (at87 percent full). Therefore, 353 are estimated to be produced during the 5-year minimumoperating period. The maximum order quantity to be processed over 9 years (minimum operationplus optional extended operation) is 465 MT of waste oxide, corresponding to 670 canisters. Acanister fill height of 87 percent or 1.05 m3 glass is assumed for projecting inventories of 4.5 m-long canisters.
Phase 1—Separated Cesium
The composition for the separated cesium product to be received by the Phase 1JTHLWStorage Subprqject (Subproject) will be provided by the private vendors during the Phase 1conceptual design of the vitrification demonstration plants. Until the specific composition can beprovided, the Subproject has assumed a composition and cesium content based on engineeringjudgement and contract limits imposed on the separated cesium container size [i.e., 1.37 m (4 ft6 in.) long by 0.70 m (2 ft 4 in.) in diameter], waste type (i.e., producing no combustible gases),and waste form (i.e., free-flowing powder). This information will be updated as vendorinformation becomes available. The separated cesium product volume is assumed to be essentiallya function of the ion-exchange process.
The amount of cesium product produced during Phase 1 is projected to be 153 containerswith a heat load of 500 W per container.
Phase 1—Non-Routine High-Level Waste
Non-routine HLW currently is an undefined waste type. The Subproject planning basisassumes that the bulk of this waste will come from failed melter equipment. The amount of non-routine HLW was estimated based on life of potential Phase 1 melters and the glass residuals inselected melter types. The number of IHLW canisters [4.5 m (14 ft 10 in.) long by 0.61 m (2 ft)in diameter) filled with non-routine HLW is estimated at 32. The canisters filled with non-routineHLW are assumed to meet all external canister criteria imposed on IHLW canisters.
B-l
HNF-1751,Rev. 0
Phase 2—Immobilized High-Level Waste
The estimated chemical composition of Phase 2IHLW (glass) is based on HLW feedcomposition estimates developed for an all-tank blend (Orme 1994). A canister approximately4.5 m (14 ft 10 in.) long by 0.61 m (2 ft) in diameter is assumed. The number of long glasscanisters generated by the Phase 2 vendors (less the canisters generated during Phase 1) isestimated to be between 7,592 and 21,726). The minimum canister count assumes a caustic washpretreatment and a 45-percent-by-weight loading on nonvolatile feed oxides including silicon andsodium. (The maximum projected canister count assumes a water wash pretreatment and a25 percent-by-weight loading on nonvolatile feed oxides including silicon and sodium). Forplanning purposes, a nominal canister count of 13,294 is assumed. Subtracting the Phase 1canisters (670), 12,624 4.5-m canisters will be produce assuming 2,780 kg of glass per 4.5-mcanister. This assumption was adopted based oh direction from DOE's Office of Tank WasteRemediation System to the Hanford Site prime management contractor at the time (WestinghouseHanford Company).
The DOE-directed canister count is close to the average canister count predicted for thrcall-blend tank composition.
Phase 2—Non-Routine High-Level Waste
The amount of non-routine HLW was estimated based on the life of potential Phase 2melters, which is different from that selected for Phase 1 estimates, including glass residuals infailed melters, and melter materials impregnated with glass. The number of long IHLW canisters[4.5 m (14 ft 10 in.) long by 0.61 m (2 ft) in diameter] filled with the non-routine HLW productby the Phase 2 HLW vendor is estimated at 26. The canisters filled with non-routine HLW areassumed to meet all external canister criteria imposed on IHLW canisters.
REFERENCES
DOE, 1996, Office of Tank Waste Remediation System (TWRS) High-Level Waste (HLW)Canister Projection Assessment and Project Baseline Guidance, 96-WDD-029, U.S.Department of Energy, Waste Disposal Division, Washington, D.C.
Manuel, A. F., J. D. Galbraith, S. L. Lambert, and G. E. Stegen, 1996, Phase I High-Level Wa*tePretreatment and Feed Staging Plan, WHC-SD-WM-ES-3 70, Rev. 0, WestinghouseHanford Company, Richland, Washington.
Orme, R. M., 1994, TWRS Process Flowsheet, WHC-SD-WM-TI-613, Rev. 1, WestinghouseHanford Company, Richland, Washington.
B-2
HNF-1751,Rev. 0
APPENDIX C
TANK WASTE REMEDIATION SYSTEM WORK BREAKDOWNSTRUCTURE DICTIONARY LEVEL S
C-i
HNF-1751,Rev. 0
APPENDIX C
TANK WASTE REMEDIATION SYSTEM WORK BREAKDOWNSTRUCTURE DICTIONARY LEVEL 5
C.1 Level S, Storage and Disposal
Table C-l. Level 5, Storage and Disposal.
1. Program/Title Participant
1.1.1 Tank Waste Disposal System1.1.1.3 Waste Disposal1.1.1.3.4 Storage and Disposal
2. WBS Element Code/Level
1.1.1.3.4.2/V
4. Current Revision Number1
3. WBS Element Title
Immobilized High-Level Waste Interim StorageProject
5. Effective Revision DateOctober 1, 1997
6. ApprovedChanges
Element Description
1. Technical Bases
A. Goals and Objectives
Successfully identify requirements for immobilized high-level waste (IHLW) interimstorage and onsite transport. Design and construct interim storage facilities to accept IHLW andother high-level waste (HLW) products for Phases I and II privatization. Successfully operate theHLW interim storage to accept the immobilized waste. Load HLW for transfer to ultimatedisposal facilities and close interim storage facility building.
B. Major End-Item Deliverables
Completion of design requirements, design, and construction of facility by December2001, operate the facility starting in June 2002, and ultimate offsite disposal of waste in 2034-2042. The interim storage facility will be phased to meet the requirements of privatization withPhase I starting in 2002 and Phase n available in 2013.
C-l
HNF-1751,Rev. 0
C. Statement of Work
1. Project Management and Administration
Project management and administration will perform those activities necessary to supportthe development of the IHLW Interim Storage Project including input to the multi-year programplan (MYPP), status reports, scheduling, financial analysis, change management, projectbreakdown structure (PBS) preparation, project management; and site integration.
2. Systems Definition
During fiscal year (FY) 1996, systems definition studies were performed to determine ifexisting facilities or new facilities would be utilized for HLW interim storage. The systemsdefinition work determined using the spent nuclear fuels (SNF) canister storage building (CSB)for Phase I privatization and new facilities for Phase n.
Near-term systems definition work (FY 1997) completed studies identified in FY 1996 tosupport the design requirements document (DRD) and conceptual design.
Product acceptance strategy for the HLW products will be developed to ensure that theHLW product meets repository requirements and can be safely stored. In addition, requirementsfor documentation of storage of HLW product will be developed to ensure that properdocumentation can be provided to the repository.
3. ProjectW-464
A statement of work (SOW) was developed based on the DRD for the HLW interimstorage utilizing the CSB for Phase I. The facility conceptual design will be developed followedby detail design. The facility will be constructed based on the approved project design.Concurrent with the facility design, safety and permitting documentation will be developed toallow for operation of the HLW interim facility. For Phase I privatization, the two availablevaults of the SNF CSB will be outfitted to receive HLW product.
4. HLW Operations
HLW interim storage facility operations will include support in the early phases for facilitydefinition and engineering. During construction, preparation of required documentation,personnel training, and qualification will occur. After construction, cold and hot testing and anoperational readiness review (ORR) will be performed. These will be followed by the actual hotoperations of the facility to continue until all IHLW products are shipped to the repository.
5. Future Projects
Facilities for the storage of IHLW produced during Phase II privatization will be designed,constructed, and turned over for operations. Design activities for the Phase II storage facility arescheduled to commence in FY 2006. The program plan is based on a series of storage vaultmodules that can be added as needed.
C-2
HNF-1751,Rev. 0
6. Facility Decontamination and Decommissioning
The facilities will be decontaminated and decommissioned following final shipments ofwaste. At this time, it is assumed that minimal contamination will occur and the facility will nothave future uses after its mission.
C-3
HNF-1751,Rev. 0
APPENDIX D
DIVISION OF RESPONSIBILITY MATRIX—IMMOBILIZEDHIGH-LEVEL WASTE STORAGE SUBPROJECT.
D-i
HNF-1751,Rev. 0
APPENDIX D
DIVISION OF RESPONSIBILITY MATRIX—IMMOBILIZEDHIGH-LEVEL WASTE STORAGE SUBPROJECT
Table D- l . Division of Responsibility Matrix -
Organization
Activity
HLWISProjectOffice
(DOEWDD)
IHLW Storage Subprpject.
PHMCHLWISProject
Phase I IHLWStorage
Subproject(PHMC/
subcontractors)
DesignAgent
Preconceptual Phase Activities
Program functions and requirements (DOEapproval)
Design authority during Subprojectdefinition
Engineering trade studies (Subprojectdefinition)
Integrated flowsheet
Subproject design requirements document(DOE approval)
Justification of mission need
Multi-year program plan
A
I
I
A
A
A
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P
A
P/A
P/C
P/A
P/A .
R
R
R
C
PI
PI
R
P
R
Conceptual Phase Activities
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Status reporting
Define program and Subprpject changes
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Subproject Level 1 schedule
Design authority during Subproject(after CD 1)
Design statement of work and letter ofinstruction
Design agent during Subproject
Conceptual design
Subproject-specific technologydevelopment needs and dates
I
I
A
A
R
I
A
C
I
P/A
R
R
PI
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P/Apd)
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P/A
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PI/A(1)
PI
PI
PI
PI
PI
PI
R
P
P
PI
D-l
HNF-1751, Rev. 0
Table D-l. Division of Responsibility Matrix -
Organization
Activity
Subproject-specific engineeringdevelopment needs and dates
Subproject supplemental designrequirements, design specification
Total project cost estimate details
Project management plan (PHMC)
HLWISProjectOffice
(DOEWDD)
I
I
I
A
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PI
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R
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subcontractors)
P/A«>
P/A
P/A
P/A
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PI
PI
PI
PI
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Technical safety requirements
R
R
R
R
(6X2)
PI
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A
A
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PI
PI
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Operational testing
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R
R
P/A .
PI
PI
PI
P/A<5»
p/A(5X3)
PI
PI
PI
Key: A - Responsibility and authority to commit contractor (or the government for DOE "A")C - Concur with adequacy; documents cannot be issued or actions taken without concurrence (formal resolution
of comments required)R - Review to assure vested interest is addressed (formal resolution of comments is not required)P - Responsibility to prepare product or perform actionPI - Provide specific (or specialized) support to preparer (may include majority of preparation activities)I - Receive for information or implementation
Notes: 'For Subproject-specific activities only.^Perform reviews of selected design items in Title II; drawing-by-drawing reviews are not intended.JCould be scope of turnkey contractor, if contracted in that manner.4For assigned responsibilities/milestones.'Startup testing will be performed using personnel who are assumed to transition to plant operations.^Process engineers and operations personnel are assumed to be members of the project team. Specific responsibilitieswilt be detailed in project documents.
CDDOEHLWIHLWISPHMC
critical decisionU.S. Department of Energyhigh-leve! wasteimmobilized high-level wasteinterim storageProject Hanford Management Contractor
D-2
HNF-1751,Rev. 0
APPENDIX E
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Number of CopiesOnsite
6
4
9
5
1
1
HNF-1751, Rev. 0
DISTRIBUTION
U.S. Department of EnergyC. V. BanksD. D. ButtonC.C.HaassP. E. LamontG. H. SandersReading Room
Fluor Daniel NorthwestT. A. CarlsonD. R. EllingsonF. M. MannD. A. Smith
Lockheed Martin Hanford CompanyJ. F. BoresH. L. BostonK. C. BurgardM. L. DeffenbaughK. N. JordanR. J. MurkowskiS. M. O'TooleJ. A. VoogdR. D. Wojtasek
Lockheed Martin Services, Inc.Central FilesOSTI (2)TFICEDMC
MactecD. V. Freeman
NumatecA. M. ChohoP. MouetteC. A. PetersenJ. W. Shade
Pacific Northwest National Laboratorv
S7-53K6-51S7-51S7-53A5-15H2-53
H5-27B7-41HO-31R3-15
Sl-57G3-21H5-03H6-37G3-21H6-37G3-21H6-37G3-21
Bl-07H6-08Rl-28H6-08
H6-37
H6-35Rl-49H5-27H5-27
Hanford Technical Library P8-55
Distr-1
HNF-1751,Rev. 0
DISTRIBUTION (cont)
Number of CopiesOnsite
13SGNEurisvs Services Corp.D. A. Burbank, Jr.R. B. Calmus (10)E. H. RandklevJ. J. Zimmer
H5-27H6-37H5-27B4-51
Distr-2